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MALONE DR - PLANNING �'�'lc.Q,e-�� S�.hc1 v �s�ox� .�_ _ f \ . 1`°'�'� Ctu of Iem, i s�ul��z P#ts � e �Itt1uTu1� �3nttr?ti s APR 28 8 ai AP1 '86 FILE April 18, 1986 CITY C1. ":'rl i:!,t.E'"ASS- Certificate of Action Ms. Josephine Fusco City Clerk, City of Salem Salem, MA. 01970 Re: Form C — Parlee Street Extension Dear Ms. Fusco: ^ I hereby certify that, pursuant to Mass. General Laws, the Planning - Board of the City of Salem took the following action on the above—referenced subdivision. By a vote of five in favor, none opposed, the Board voted to approve the proposed subdivision plan as presented with attending conditions. Notice of the Board' s action and the reasons supporting it are , fully described in the attached decision, a copy of which was sent today to the Applicant by registered mail at the address stated on the application. Walter B. Power, III y Chairman, Planning Board 6 CITY OF SALEM, MASSACHUSETTS PLANNING DEPARTMENT .coxes WILLIAM E. LUSTER v6 Q`'p ONE SALEM GREEN City Planner , 01970 �n i�� (508) 745-9595, EXT. 311 �.�y `�„� FAX (508) 744.5918 October 29 , 1992 William N. Katsapetses BETD Realty Trust 75 Walnut St. Peabody, MA 01960 Dear Mr. Katsapetses: On behalf of the Salem Planning Board, I am writing to request that you complete the finish pavement on Malone Drive as soon as possible to ensure completion prior to the closing of the asphalt plants. On November 15, 1990, the Planning Board voted to release the three (3) lots you purchased on Malone Drive from the original covenant issued to Richard Malone in exchange for posting money to ensure application of the finish coat to the road. The Planning Board was told that the work would be completed in the Spring of 1991. It is now almost two years since the lots were released and three of the four lots have been built upon. Therefore, the Planning Board believes that the finish pavement should be completed immediately. If this work is not completed as required, the Planning Board will have no recourse but to utilize the funds from the Letter of Credit granted to the Board to complete the work. If you have any questions regarding this request, please do not hesitate to contact me at (508) 745-9595, ext. 311. ince ly, i iam E. Luster City Planner jm\bd\hewitt. ltr i INiP4 T T MESSAGE) FOR DATE OF e�7O PHONE 6 7- /a / AREA COOS NUMBER EXTENSION TELEPHONED PLfASEGALL GAMETO$WYOU:. WILLCAMASAIN WANTSTOSEEYOU RUSH' .:: RETURNED YOUR GALL SPEOIALATTENTION: MESSAGE SIGNED LITHO IN U.SA. TOPS 9 FORM 3002W t ! 13,"A D Dais -its WituN viotS Pusr�n _ is �� ii�_ 1 � i.'«..: / /�/., � .'/��rli .1 !/// ��_ � Ali e *,Cow fit of 1�4 alent, Aasmhueetts s � � //{{��F��TITIIL��Y��t($�� /A�MTI� l2 m J'§alr111 Grua April 25, 1986 Mr.. Richard Malone c/o John R. Keilty Murphy, Ryan and O'Keefe 10 Chestnut Street Peabody, MA. 01960 Dear Mr. Malone: At a regular meeting of the Planning Board held on Thursday, April 17, 1986, the Board voted by a vote of five in favor, none opposed, to approve your plan entitled, "Definitive Subdivision Plan, Parlee St. Ext.", dated May 20,' 1985, subject to the following conditions: 1.. All Board of Health requirements set forth in a letter dated July 29, 1985 shall be met. 2. A Certified Statement of encumbrances existing on the land shall be submitted to the Board prior to endorsement of the plan. 3. A performance guarantee shall be filed with the Planning Board prior to endorsement of the plan to ensure completion of the improvements required under the City of Salem Subdivision Regulations. '4. ' All electrical cable shall be encased in conduit unless otherwise specified by the City Electrician. 5. All requirements of the Engineering Department with regard to utility installation shall be met. 6. The name "Parlee Street Extension" shall be subject to the approval of the Fire Department. 7. All construction shall be limited to the hours of 7:00 a.m. to 5:00 p.m. on weekdays and 8:00 a.m. to 5:00 p.m. on Saturdays. No work shall be conducted on Sundays. Inside work of a quiet nature will be permitted at other times. 8. Drilling and blasting shall be limited to Monday - Friday between 8:00 a.m. and 4:30 p.m. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. v - Page 2 - 9. All construction shall be carried out in accordance with the Rules and Regulations of the Planning Board. A Clerk of the Works may be required for utility inspection by the City at the expense of the developer as is deemed necessary by the Director of Public Services and the City Planner. 10. Proposed building locations shall be reviewed and approved by the Planning Department. 11. Sidewalks shall be constructed on both sides of proposed Parlee Street Extension as follows: a. Sloped granite curbing is an acceptable alternative to vertical curbing b. Sidewalks shall be 5' in width; planting strip shall be 5' in width 12. Sloped granite curbing shall be installed from the end of the existing pavement at Applicant' s property line on both sides of Parlee St. (roughly opposite Station 1+00 on above-referenced plan) to properly delineate the roadway. 13. The terminus of the existing Parlee St. layout shall be reviewed and approved by the Planning Department. 14. Adequacy of drainage shall be reviewed by the Engineering Department. 15. As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Engineering Department. This approval shall not take effect until a copy of the decision bearing certification of the City Clerk that twenty 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 County Registry of Deeds and is indexed in the grantor index under the name of the owner of record or is recorded on the owner' s certificate of title. The fee for recording or registering shall be paid by the owner or applicant. Walter B. Power, III �e Chairman, Planning Board p. J V' of Saleni, Anssucllnsetts Platutittg Pnarb a� (Out Oulrm (Srrrn November 16, 1990 William N. Katsapetses BETD Realty Trust c/o Attorney James F. Sterio Regnante, Regnante, Sterio & Osborne One Essex Center Drive Peabody, MA 01960 RE: Release of Statutory Covenant, Malone Drive Dear Mr. Katsapetses: On Thursday, November 15, 1990, the Salem Planning Board voted by a vote of six in favor, one abstention, to release lots 201, 202 and 203 from the Covenant filed with said Deeds as Document 1237280 as noted on Certificate of Title No. 54545. Said lots are shown on Plan 856-9 as filed with the Essex South District Registry of Deeds, Land Registration Office. Sincerely, G!�c� 110atl. ,W7 Walter B. Power, III Chairman Commonwealth of Massachusetts Essex, as. November 16, 1990 Then personally appeared the above-named members of the Planning Board of the City of Salem, Massachusetts and acknowledged of the foregoing instrument to be the free act and deed of the Planning Board of the City of Salem. Notary Public My Commission Expires: 5/31/97 M9 RECEIVED k �� ,: 1990 SALEM /D /I/NG DEPT. JpR oel/G-. _� nnnz _L/. A� Lt OL960 �au�i�G. _l_Jfnrne _��,ilusne �GB�S3P-9060 �� L 1iu/r`e Ye ��.�Cr2 �08�391-96%3 � G� ' --A o�;, J,/s to .JCam�1 JY6. 22143 VIA FAX TRANSMISSION November 7, 1990 Ms. Beth Debsky Assistant City Planner City of Salem One Salem Green Salem, MA 01970 Re: Statutory Covenant, Malone Drive, Salem, MA Dear Ms. Debsky: Confirming our telephone conversation of this date, you are advised that this office represents Harry A. Hewitt and William N. Katsapetses, Trustees of BETD Realty Trust, successor to Richard Malone and Lucille M. Malone, with regard to the above property. I am requesting that the statutory covenant, a copy of which is enclosed, be released so as to permit a sale of lot 202 and the remaining lots covered thereby, since sufficent security has been previously posted with the City to ensure application of the finish coat to the road. As you are aware, the Covenant should have been released at the time the bond was posted. It is my clients' preference, due to the onset of unseasonable weather and for financial considerations, to apply the finish coat in the Spring of 1991. I would ask that this matter be placed on the Planning Board agenda for your meeting scheduled for November 15, 1990, and that you advise Mr. Katsapetses directly as to the time by calling him at (508) 531-94-19. Thank you for your attention to this matter. i Very truly yours., \ i REGNANTE, REGNAN IO & OSBORNE By JAMES F. ST RI JFS:kad Enc. cc: Mr. William N. Katsapetses William D Annctnlirn Fcniiirp LAND C RT dW TON, The laad/� herein d will be shown on ,:•,i,rlF TTS -• ,.i, �..uqy 3S SALEM PLANNINti BVARD COVENANT JUL 18 1988 DATED:, April 7 , 1988 Plan 996"? rotr?alA71VY. (EXAMINED AS TO DESCRIPTION ONLY)e.. Louis A.Moore,Engineer KNOW ALL MEN BY THESE PRESENTS : that whereas the undersigned Richard Malone , 9 Franklin Street , Salem, Massachusetts , has submitted an application dated June 19 , 1985 to the Salem Planning Board for approval of a Definitive Plan of a certain subdivision entitled , " Definitive Subdivision Plan , Salem, Ma , Parlee Street Extension , prepared..by Parsons & Faia , Inc. , Sheets 1-2 , 480 Lincoln Avenue , Saugus , Ma , 01906 and dated August 4 , 1987 , Scale 1"= 20'" and has requested the Board to approve such plan without requiring a performance bond. NOW , THEREFORE , THIS AGREEMENT WITNESSETH that in con- sideration of the Salem Planning Board approving said plan without requiring a performance bond , receipt whereof is hereby acknowledged, the undersigned covenants and agrees with the City of Salem as follows : 1 . The undersigned will not sell any lot in the sub- division or erect or place any permanent building on any such lot until the construction of ways and the installation of municipal services necessary to serve adequately such lot has been completed in the manner specified in the aforesaid application , and in accordance with the covenants , conditions , agreements , terms and provisions thereof . 2. This agreement shall be binding upon the execu- tors , administrators , devisees , heirs , suc- cessors and assigns of the undersigned. It is the intention of the undersigned that it is hereby understood and agreed that this > aati contract shall constitute a covenant running with the land included i n the aforesaid sub- ion and shall operate as restrictions upon , aid lands,: This covenant shall take effect upon l poeovaiv. of said plan. Reference to this. i •peAtiVs,hall be entered uponEosaid .. plah and pYenant. shall be recorded when- said .plan 4 . N • _ �2 3 It is understood and agreed that the lot within the subdivision shall be released from the foregoing r ; f.icate of performance executed by a majority of the Salem Planning Board and enumerating the speci - fic lot to be so released. 3. The undersigned represents and covenants that under- signed is the proposed owner in fee simple of all the land included in the aforesaid subdivision and that there are no mortgages of record of otherwise of any of said land. A mortgagee who acquires titles to the mortgaged pre- mises or part thereof may sell any such lot , subject only to that portion of this covenant which provides that no lot so sold shall be built upon until such ways and services have been provided to serve such lot. 4. The construction of all ways and the installation of all municipal services shall be completed in accor- dance with the applicable Rules and Regulations of the City of Salem Governing the Subdivision of Land before December 31 , 1989, unless an extension of time is granted by the Salem PlanningBoard. Failure to so complete shall automatically rescind approval of the plan. IN WITNESS WHEREOF the undersigned , applic nt as afore said , does hereunto set his hand and seal this a/s' day of April ,.; , } 1988. Applicant R I CFVA R D P Yi y ,z Ii -i'4 h ,F � •J, y Li. •.d. h 5 00..1 w •+ • Y COMMONWEALTH OF MASSACHUSETTS Essex , SS. Aprild/ , 1988 ; Then personally appeared the above named, Richard Malone , '; and acknowledged the foregoing instrument to be his free act and ' T' deed, before me. '�� Y��"t"*ka'�' �- -• Notary Pu c My Commission xpir s : In Witness thereof , the undersigned members of the Salem Planning Board set their hands and seals this a/�! day of April , 1988. SALEM PLANNING BOARD BY : COMMONWEALTH OF MASSACHUSETTS Essex , SS. Aprila/ 1988 Then personally appeared before me the aforesaid members of the Salem Planning Board and acknowledged the foregoing instru- ment to be their free act and deed , before me. Y - otar u is My mmission E pares . 'Zsl - 3- (enc *km Breen Arrt 28 8 vi AM '86 FILE ~ April 18, 1986 CITY CLERK, S'UEM.MASS. Certificate of Action Ms. Josephine Fusco City Clerk, City of Salem Salem, MA. 01970 Re: Form C — Parlee Street Extension r Dear Ms. Fusco: I hereby certify that, pursuant to Mass. General Laws, the Planning Board of the City of Salem took the following action on the above—referenced subdivision. By a vote of five in favor, none opposed, the Board voted to approve the proposed subdivision plan as presented with attending 1 conditions. Notice of the Board's action and the reasons supporting it are fully described in the attached decision, a copy of which was sent todayF; s to the Applicant by registered mail at the address stated on the . application. UIS-�RA Walter B. Power, III c!be`�i- /V\ Chairman, Planning card Br+ o7ezman �i �ennez ATTORNEYS AT LAW FIVE ESSEX GREEN DRIVE PEABODY,MASSACHUSETTS 01960-2923 ROBERT W. HERMAN (508)531-6888 FAX (508)531-6892 ELEANOR W. PENNER OF COUNSEL ODIN P.ANDERSON May 2, 1990 Ms. Elizabeth Debski Assistant City Planner - Citv of Salem One Salem Green - ' Salem, MA 01970 RE: Richard Malone - Lots 201 - 204 Malone Drive Dear Beth: Enclosed please find the original Letter of Credit from Salem Five insuring Mr. Malone's performance. Thank you again for your assistance. Very truly yours, Robert W. Herman RWH:ts Enclosure SALEM FIVE 7/_1 JOEMNG MA ,STEPAI&W /7/ 210 ESSEX STREET • SALEM, MASSACHUSETTS 01970 TELEPHONE 617.745.5555 • 1.800.322 • BANK Letter of Credit Dated: April 20 , 1990 Letter of Credit No: 90 04 02 For the Account of: Richard Malone Beneficiary: City of Salem - Planning Board Amount: $22 , 500. 00 Gentlemen: We hereby open our Irrevocable Letter of Credit No. 90 04 02 available by your drafts drawn on the Salem Five Cents Savings Bank, at sight, for any sum or sums not exceeding in total Twenty-Two Thousand Five Hundred and 00/100 ( 22, 500 . 00 ) Dollars for the account of Richard Malone ( the "Developer" ) . Drafts must be accompanied by a signed statement by the Chairman of the Planning Board of the City of Salem reciting that said Developer has not complied by June 30 , 1990 , as the same may be extended, with the condition calling for construction of ways and installation of municipal services for lots to the satisfaction of the Planning Board in accordance with the Covenant of the Salem Planning Board, as the same is recorded with Essex South District Registry of Deeds and approved by the Board on April 21 , 1988. This letter of Credit shall expire upon the earlier of one year from the date of this Letter of Credit, or upon the insurance of a Release by the City of Salem Planning Board. The developer shall be deemed to have authorized the release of said funds for purpose of completing the construction of ways and installation of services and to have relinquished all claims against said Planning Board. Each draft must bear upon its face the clause, "Drawn under Letter of Credit No. 90 04 02, dated April 20 , 1990. Drafts, individually or in the aggregate, shall in no case exceed the lesser of the amount of this credit or the amount estimated in good faith by the Beneficiary hereof as required for the completion of the above-described construction of ways and installation of municipal services for tots. Except so far as otherwise expressly stated herein, this Letter of Credit is subject to the "Uniform Customs and Practice for Documentary Credits ( 1974 Revision) , International Chamber of Commerce, Brochure #90" . Salem Five Cents Savings Bank cniam nanvurs Hamiilnn.Wanham_ Swamescett. Paabodv and Burlinaton Member FDICIDIFM We hereby agree with you that drafts drawn under and in compliance with the terms of this Letter of Credit will be duly honored if presented prior to the above-mentioned maturity date. Very truly yours, Kenneth M. Ellis Vice President /dam CITY OF SALEM SALEM PLANNING BOARD RELEASE FORM The undersigned, being a majority of the Planning Board of the City of Salem, Massachusetts, hereby certify that : whereas Richard Malone has agreed to obtain a Letter of Credit in favor of the Salem Planning Board in the amount of $22, 500. 00 to guaranty the satisfactory completion of construction of ways and the installation of municipal services necessary to adequately service the lots shown on Plan 856-9 as filed with Essex South District Registry of Deeds, Land Registration Office; Now, therefore, the Salem Planning Board hereby releases lot 204 from its -Covenant filed with said Deeds as Document #237280 as noted on Certificate of Title No. 54545. Executed as a sealed instrument, this 6th day of April, 1990. Majority of the Planning Board of the City of Salem r7z COMMONWEALTH OF MASSACHUSETTS Essex, ss. April 6 , 1990 Then personally appeared the above-named members of the Planning Board of the City of Salem, Massachusetts and acknowledged the foregoing instrument to be the free act and deed of the Planning Board of the City of Salem, before- me, Notary Public My Commission Expires : /��/E TRIPARTITE AGREEMENT Agreement made this �)"i day of April, 1990 by and between Richard Malone ( "Developer" ) , Salem Five Cents Savings Bank ( "Bank" ) and the Planning Board of the City of Salem, Massachusetts ( "Board" ) . whereas the Board has approved a Definitive Subdivision Plan of the Developer filed with the Essex South District Registry of Deeds as Plan 856-9; and Whereas, the Board has caused to be filed a Covenant signed by the Developer promising the timely and satisfactory completion of the construction of ways and installation of municipal services necessary to adequately service the lots shown on said Plan 856-9; and Whereas, the Developer has requested a release of lots before completion of said ways and installation of municipal services and has agreed to obtain a Letter of Credit, in favor of the Board, from the Bank, in the amount of $22, 500. 00 to guaranty Developer 's performance as mandated by the Board' s Covenant filed with said Registry as Document No. 237280 as noted on Certificate of Title No 54545, as the same is extended of record; and Whereas, Lender has approved the issuance of said Letter of Credit and agrees to release, upon written request of the Board, amounts up to the maximum $22, 500. 00 should Developer default in his performance under said Covenant ; Now therefore, upon satisfactory completion of the Developer 's obligations under the Board 's above-mentioned Covenant, as determined by the Board, Developer and Lender shall receive a Release from this Tripartite Agreement. Terms and conditions are hereby agreed upon and this Agreement is signed as a sealed instrument this jtday of April, 1990. Salem Planning Board RicMalone Chairman Developer Salem Five Cents Savings Bank -Zenneth M. his—e Vice President COMMONWEALTH OF MASSACHUSETTS Essex ss. , April 6 , 1990 Then personally appeared before me the above named Walter B. Power III , as aforesaid, and acknowledged the foregoing to be the free act and deed of the Planning Board of the City of Salem. My Commission c_ Expires : ` - Notary Public COMMONWEALTH OF MASSACHUSETTS Essex ss. , April , 1990 Then personally appeared before me the above named Richard Malone and acknowledged the foregoing to be his free act and deed. My Commission Expires : 1-27-1995 1�� _) Robert W. Herman Notary Public COMMONWEALTH OF MASSACHUSETTS April , 1990 Essex ss. , Then personally appeared before me the above named Kenneth M. Ellis, as aforesaid, and acknowledged the foregoing to be the free act and deed of Salem Five Cents Savings Bank. My Commission Expires : 1-27-1995 Robert W. Herman Notary Public 1__77ezman U (__Rennez ATTORNEYS AT LAW FIVE ESSEX GREEN DRIVE PEABODY.MASSACHUSETTS 01960-2923 ROBERT W. HERMAN (508)531-8888 FAX 1508)531.8892 ELEANOR W. PENNER - OFCOUNSEL November 28, 1989 ODIN P.ANDERSON City of Salem Planning Board One Salem Green Salem, MA 01970 ATTN: Ms. Elizabeth Debski Assistant City Planner RE: Richard Malone - Salem Planning Board Covenant dated April 7, 1989 and filed with the Land Registration Office of Essex South District Registry of Deeds as Document No. 237280 Dear Planning Board Members: Kindly be advised that due to unforseen circumstances my client, Richard Malone, cannot complete the construction of all ways and the installation of all municipal services by the December 31, 1989 deadline specified in the above-referenced Covenant. The sale of one or more of the approved lots has not taken place as originally scheduled requiring my client to respectfully request an extension of time to June 30, 1990 to complete all of the Board's conditions. My client feels that the June 30, 1990 date will be realistic since a buyer for three of the lots has received a commitment letter for financing from Eastern Bank which will provide the funds to complete the project. Thank you for your consideration. Very truly yours, Applicant: Herman and Penner ��- -- Ric and Malone oberrman RWH:ts CITY OF SALEM, MASSACHUSETTS SALEM PLANNING BOARD EXTENSION OF-COVENANT ORIGINALLY DATED: April 7, 1988 KNOW ALL MEN BY THESE PRESENTS: , WHEREAS, the original Salem Planning Board Covenant, which is the subject of this Extension of Covenant, and filed with Essex South District Registry of Deeds, Land Registration Office, as Document No. 237280, and incorporated herein by reference, is due to expire on December 31, 1989; and WHEREAS, Richard Malone, the original Applicant for Planning Board approval has submitted to said Board a request for extension of said expiration date to June 30, 1990. NOW THEREFORE, the :Salem Planning Board has approved the above-mentioned extension and the transfer of lots 201, 202 and 203 to BETD Realty Trust who will assist Mr. Malone in completing the construction of all ways and the installation . of all municipal services, as specified in said original Planning Board Covenant, by said June 30, 1990 date, with no further sales of any lot to take place until a release of this Covenant is obtained from the Salem Planning Board and the same is filed with Essex South District Registry of Deeds. IN WITNESS WHEREOF, the undersigned applicant as aforesaid, does hereunto set his hand and seal this day of December, 1989. Applicant / imrs� chard Malone COMMONWEALTH OF MASSACHUSETTS ESSEX, ss. December /L, 1989 Then personally appeared the above named, Richard Malone, and acknowledged the foregoing instrument to be his free act and deed, before me. Robert W. Herman Notary Public My Commission Expires: January 27, 1995 1 IN WITNESS THEREOF, the undersigned Chairman of the Salem Planning Board has set his hand and seal this day of December, 1989. II SALEM PLANNING BOARD BY: Chairman COMMONWEALTH OF MASSACHUSETTS ESSEX, ss. December 1989 Then personally appeared Chairman as aforesaid, and acknowledged the foregoing instrument to be the free act and deed of the Salem Planning Board, before me. Notary Public My Commission Expires: 1r � 5 , June 23, 1990 Ms Beth Debski City of Salem Planning Board One Salem Green Salem, MA 01970 Dear Ms. Debski: Please accept this letter as a request for a 60 day extension for the completion of the work at Malone Drive, Salem, Massachusetts. If you have any questions, please do not hesitate to call me at (508) 744-7339. Thank you for your help. Sincerely, Richard Malone lm (ritu of `�alrllll � ��5s�crltu�F# s PlaimiuS ` 3sarb � 9 @nr �jatrm Grew Arrt 28 8 41 aN '86 FILE April 18, 1986 CITY CL .R '_'„ EU.. of Action Ms. Josephine Fusco City Clerk, City of Salem Salem, MA. 01970 Re: Form C — Parlee Street Extension Dear Ms. Fusco: I hereby certify that, pursuant to Mass. General Laws, the Planning Board of the City of Salem took the following action on the - above—referenced subdivision. By a vote of five in favor, none opposed, the Board voted to approve the proposed subdivision plan as presented with attending conditions. Notice of the Board' s action and the reasons supporting it are fully described in the attached decision, a copy of which was sent today to the Applicant by registered mail at the address stated on the application. Walter B. Power, III Chairman, Planning Board "0 m,4. C'Massachusetts + - Y?' ��I-nuting �3uuril s 4 A��f4Me NT' OvEr �$alrm (6rrrn April 25, 1986 Mr. Richard Malone c/o John R. Keilty - Murphy, Ryan and O'Keefe 10 Chestnut Street Peabody, MA. 01960 Dear Mr. Malone: At a regular meeting of the Planning Board held on Thursday, April 17, 1986, the Board voted by a vote of five in favor, none opposed, to approve your plan entitled, "Definitive Subdivision Plan, Parlee St. 'Ext.", dated May 20, 1985, subject to the following conditions : 1. All Board of Health requirements set forth in a letter dated July 29, 1985 shall be met. 2. A Certified Statement of encumbrances existing on the land shall be submitted to the Board prior to endorsement of the plan. 3 . A performance guarantee shall be filed with the Planning Board prior to endorsement of the plan to ensure completion of the improvements required under the City of Salem Subdivision Regulations. 4. All electrical cable shall be encased in conduit unless otherwise specified by the City Electrician. 5. All requirements of the Engineering Department with regard to utility installation shall be met. 6. The 'name "Parlee Street Extension" shall be subject to the approval of the Fire Department. 7. All construction shall be limited to the hours of 7:00 a.m. to 5:00 p.m. on weekdays and 8:00 a.m. to 5:00 P.M. on Saturdays. No work shall be conducted on Sundays. Inside work of a quiet nature will be permitted at other times. 8. Drilling and blasting shall be limited to Monday — Friday between 8:00 a.m, and 4:30 p.m. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Page 2 9. All construction shall be carried out in accordance with the Rules and Regulations of the Planning Board. A Clerk of the Works may be required for utility inspection by the City at the expense of the developer as is deemed necessary by the Director of Public Services and the City Planner. 10. Proposed building locations shall be reviewed and approved by the Planning Department. 11. Sidewalks shall be constructed on both sides of proposed Parlee Street Extension as follows: a. Sloped granite curbing is an acceptable alternative to vertical curbing b. Sidewalks shall be 5' in width; planting strip shall be 5' in width 12. Sloped granite curbing shall be installed from the end of the existing pavement at Applicant' s property line on both sides of Parlee St. (roughly opposite Station 1+00 on above—referenced plan) to properly delineate the roadway. 13. The terminus of the existing Parlee St. layout shall be reviewed and approved by the Planning Department. 14. Adequacy of drainage shall be reviewed by the Engineering Department. 15. As—built plans, stamped by a Registered Professional Engineer, shall be submitted to the Engineering Department. This approval shall not take effect until a copy of the decision bearing certification of the City Clerk that twenty 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 County Registry of Deeds and is indexed in the grantor index under the name of the owner of • record or is recorded on the owner's certificate of title. The fee for recording or registering shall be paid by the owner or applicant. Date April 7, 1988 Walter B. Power, III Chairman, Planning Board I hereby certify that 20 days have expired U From 1ha date this instrument was received, and that NO APPEAL has been filed in this office. A True Copy ATTEST: �l Y CLERK, Salem, Mass. • _.ems 4 Citp of 6alem, 01m;garbuattfs Manning 39oarb (One balem Oreen � 1.. 1 l Form C - Decision September 5, 2002 Paul Dibiase Ledgewood Hills Realty P.O. Box 780 Lynnfield, MA 01940 RE: Decision of the Parlee Street Extention Subdivision-Form C Dear Mr. Dibiase: On December 20, 2001, the Salem Planning Board opened a Public Hearing for a proposal submitted by Paul Dibiase/Ledgewood Hills Realty Trust (hereafter referred to as "applicant") to allow the extension of a roadway and associated utilities to service the construction of ten (10) single family dwellings, five owned by the applicant and five owned by other owners, on Parlee Street (Assessor's Map 14, Lots 39, 37, 48, 50 and 52). The application was heard by the Planning Board on January 3, 2002, January 17, 2002,February 7, 2002, March 7, 2002, March 21, 2002, April 4, 2002, April 18, 2002, May 2, 2002, May 16, 2002, June 6, 2002, and June 20, 2002, and July 18, 2002. On September 5, 2002, the Planning Board closed the Public Hearing and by a vote of-six in favor(Power, Moustakis, Collins, Sullivan, Cullen, Lombardini), and none opposed, two abstained (Durand, Weiner), and one absent (Puleo), voted to approve the subdivision plan subject to the following conditions: 1. Conformance with the Plan Work shall conform to the set of plans containing sheets 1 through 8, entitled, "Definitive Subdivision Plan, Parlee Street Extension, Salem, Massachusetts", prepared by Hancock Engineering Associates, 235 Newbury, Danvers, MA, 01923, prepared for Ledgewood Hills Realty Trust, dated November 27, 2001, and revised November 29, 2001, December 17, 2001, June 4, 2002, June 7, 2002, and September 9, 2002. One Salem Green, Salem, Massachusetts 01970 (978) 745-9595 ext. 311 Fax (978) 740-0404 a dilee Street Extension September 9,2002 -2 r` E 2. Utilities a. Utility installation shall be reviewed and approved by the City Engineer. b. All utilities shall be installed underground. 3. Board of Health All requirements of the Board of Health shall be strictly adhered to. 4. Fire Department The applicant shall comply with all requirements of the Salem Fire Department. 5. Building Inspector The applicant shall comply with all requirements of the City Building Inspector. 6. City Engineer The applicant shall comply with all requirements of the City Engineer. 7. Street Lighting a. A street lighting plan shall be submitted by the applicant to the City Planner for review and approval prior to the issuance of a building permit. b. Street lighting installation shall be reviewed and approved by the City Electrician and Massachusetts Electric prior to the issuance of a building permit. The street lighting shall be the responsibility of the Applicant until such time as the city accepts the street. 8. Conservation Commission The applicant shall comply with the final Order of Conditions as approved by the Conservation Commission. 9. Security The applicant shall file a Bond, Covenant, TriParty Agreement, or Pass Book with the Planning Board as the means to secure the completion of the roadway and associated improvements. The Board will not release the signed mylar plans until such time as the Board receives the method of security. 10. Sidewalks a. The sidewalk, as shown on the plan, shall extend along the northerly side of the street and extend to the cul-de-sac on one side and connect with the existing sidewalk on Malone Drive on the other end. 11. Blasting a. All blasting to be done in accordance with 527CMR13 and City of Salem Blasting Ordinance. 2 f I Parlee Street Extension f September 9,2002-3 b. The Applicant,his successors or assigns, shall provide written notice to all abutters at least 72 hours before the initial start of blasting. Such notice shall include the time and duration of the blasting. 12. Drainage a. The applicant shall construct four foot coated chainlink fencing with appropriate gates around each of the two detention ponds for safety purposes. b. The City of Salem agrees to maintain the two proposed detention ponds for this subdivision following completion and written approval of the City Engineer. The parcel located to the east of Parlee Street will be deeded to the city, while the parcel to the west of Parlee Street will contain an easement to the city for maintenance purposes. Final design of the drainage structures shall be reviewed and approved by the City Engineer and the City Planner prior to the issuance of a building permit. c. The 4-inch drainpipe originating on the plan at the Turner property(Map 14, Lot 47) shall be extended across the street and drain into the Parlee Street right of way. Drainage calculations reflecting this change shall be submitted and approved by the City Engineer prior to the issuance of a building permit. d. The City of Salem shall apply to abandon the undeveloped portion of Parlee Street to its intersection with Dell Street. If the City receives approval to abandon this portion of Parlee Street within 90 days from the date of this decision, the applicant has the option to design and construct the detention facility in the abandoned portion of the roadway. If the applicant chooses to construct the facility in the roadway, the final design shall be reviewed and approved by both the City Engineer and the City Planner. If the city does not receive approval within 90 days, the drainage facility shall be constructed as shown on the approved plans. 13. Landscaping a. Deciduous trees shall be a minimum of 3 %2" caliper,planted 50 feet on center in planting strips along the roadway. The City's Planner shall determine the appropriate type of trees to be planted and shall approve the applicant's selection of trees, and the location of trees prior to planting. Building Permits will not be issued for any lots until a complete landscape plan has been approved by the City Planner. b. The applicant shall install vertical granite curbing on both sides of roadway,planting strips, and sidewalks as shown on the approved plans. c. All areas disturbed during contruction shall be loam and seeded after construction is complete. d. All landscaping shall be done in accordance ,,with the approved set of plans. 3 •r1Parlee Street Extension September 9, 2002 -4 e. The applicant shall guarentee the deciduous trees for a period of one year from installation. f. After such landscaping is completed, the developer will add further landscaping if such is requested by the Planning Board or the City Planner. 14. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 AM on weekdays and Saturdays. No work shall continue beyond 5:00 PM. There shall be no work conducted on Sundays or holidays. Inside work of a quite nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to the commencement of construction. c. Drilling,blasting and pre blast survey work shall be limited to Monday—Friday between 8:00 AM and 5:00 PM. There shall be no drilling or blasting on Saturday, Sundays, or holidays. d. All construction shall be carried out in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations, and ordinances of the City of Salem. e. The applicant shall conduct street sweeping on Parlee Street, as deemed necessary by the City Planner. 15. Roadway Construction a. The developer will re-grade and pave any entranceways to driveways that are affected by the construction of the new roadway extension. The roadway grades shall match that of the existing driveways. b. Boulders and pavement striping shall be added around the cul-de-sac to delineate the limit of roadway. Boulders shall be placed at the northerly end of the hammerhead adjacent to lot 97E.and the one large boulder shall be placed at the edge of the hammerhead adjacent to lot 97C. The placement of the boulders and the vertical striping shall be shown on the approved plans. c. The roadway width shall be at least 24 feet (40 feet total Right of Way) along Parlee Street to the intersection of Malone Drive, as reflected on the approved plans, and in order to create a safe intersection. 4 > i Parlee Street Extension September 9,2002 - 5 16, As-built Plans _ As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department. 17. Clerk of the Works The City's Clerk of the Works shall be on site during construction, as deemed necessary by the City Planner. The cost for this service shall be borne by the applicant, his successors or assigns. 18. Violations Violation of any condition contained within this decision may result in revocation of this pen-nit by the Planning Board. This endorsement shall not take effect until a copy of the decision bearing certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that is 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 owner's Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant. I hereby certify that a copy of this decision and plans are on file with the City Clerk and a copy is on file with the Planning Board. Sincerely, i� 8 (D Walter B. Power, III Chairman 5 - II Lr I ED , FARLE 11 EXIST/NG LEGEND PROPOSED WA TER SER VICEws .. .. XT2FN510N ;'w� M W, FORCE MAIN FM .. FOR REGISTRY USE ONL Y SEWER LINE AND MANHOLE _WH / CERT/FY THA T THIS PLAN CONFORMS SIZE MA TERIAL & FLOW D/REC TION �~ TO THE RULES AND REGULATIONS Of- THE F THE REG/5 TERS OF DEEDS ?CF DRA/NLINE W4TH PIPE SIZE, MA TER/AL OMN r & FLOW DIRECTION, CA TCH BASIN �,Sp MANHOLE & ROUND CATCH BASIN SAROOF DRAIN AND DOWNSPOUT RDLEM. MA SSA CHUSE T TS ---- .RG----0--- --�S ------- IYa PERFORA TED UNDERORAIN - - -UD- - - DA TE PROFESSIONAL LAND SURVEYOR -- - - u ----- FOUNDA TION DRAIN FD - ---_.---x- WATER MAIN AND VALVE w - - NA TURAL GAS L/NE AND VAL VE G PROPERTY LINE -- --- --- EA SEMEN T LINE — — TOWN LINE - MA TCH LINE -FIRE HYDRA HYDRANT -- - CU -- CONNECTION UNKNOWN LIGATURE TO INDICATE CONTINUOUS OWNERSHIP ACROSS LINES 56.36' 55.36' '•:' `=-A - ---- BEARING & DISTANCE ALONG BOUNDARY i10%6�'.�� N120 46 2,3 E - << ' TOTALED BOUNDARY FRONTAGE « 249.56' » _ SHEET INDEX #2 ELEVA TION BENCH MARK Brook �, 5�� "� < BARBED WIRE x wQt#/ O 15 0 > FLYNN r S • s m A tiq MIDL 3 J TITLE SHEET, LOCUS MAP, =�x��L� STONE WALL S/F o 9 Q� G� ---5--..r�v-- .--- -- Q T2EPH�pv DCHAIN LINK FENCE WTH HEIGHT J OE CMC•� O �m O L LEGEND & INDEXawhy z �5 WE FENCE WTH HEIGHT a y) EDGE OF LAWN ,,, ,,,— v P oy � LE�Inn �� 0° �� 2 / aTl l T Y GRA DING PLAN �c _ s TE v L —m S OIOAL RA<�'° -i w ��, 1� �' T 1 1 EDGE OF GRAVEL OR DIRT ROAD �P / O�� 00 > V IJGO �) AV. �-7 c�r2 `�_ORC WFOR Z l/r VISTq_P R0. DIE31gSE IRC4Fi v00� 1�P�i nH MEN ST t / 1 PICAL ROAD WA Y CROSS SEC TION EDGE OF PA VEMENT �" / L aV n P� Ll P sr. , s sr. _ VGZ, VGC �P5 �Oh 90�� J S p V GR SST. T. IERUaBE AWLINS J C --- CURB (see abbreviations) c 'LJ v; cq<� �P u `SUNNI 4'�0 BERJ ST I = no -� oW >' o ► , 3 PLAN OF' LOTS PATH OR TRA/L C F ,� C tA `rF` RI DGEF I E L.D O G, hivL3u w ►- � �13.3 L �9 � 4 i W COTI Li ��. SPOT ELEVA T10N TBC q S P/ �F2`, 4� —AV%� , <c catJ�pR / Rp co = �o w ELEVA TION CONTOUR 92 U? L q� l �w S'? AR E E J S '� / S Q B 10� _�5�m a 4 ROAD WPI Y PROFILE - INTERMITTENT STREAM, DRAINAGE' DITCH, /Q v ti �� v� �,'� �, ci HCH CLI / Q CID OR EDGE OF SEASONAL POND/NG AREA �O c�.o 3 off" NSOr O[� % 7 SHORE LINE (see abbrc viations) W / w JQ' QC C Uj 5 , 8 P1 4 / DETAILS zo MEAN HIGH WA TER , -- - MEAN LOW WATER °,oFccY '°i / �,P Jp � Q TH FLAG NUMBER L/M/T OF BORDER/NG VEGETA TED WE / .. .. I F,�.�P.�Sr � '`� J `�Q' Geo � ( WI , �4"��4j SZ/,i / c <<s/OF -� Opi: A% � �q'PO c• �'�/ � � FOF EDGE OF WOODS OR BRUSH (DRG LINE) La � ��\� Qo� R ST / ' Q OIyL�< ." PROMINENT DECIDUOUS TREE a 26.8 q+ X03 9�y s R 1 '? 1i' W1 TH ELEVA 770N, SIZE AND SPECIES 12"M ' <�,c `I S, ,. PROMINENT DECIDUOUS 7REE 26.8 � �`r v a s Q� g f� WI TH ELEVA 77ON, SIZE AND SPECIES c+ N' 8 % 18 P V�+ \�Sp COWAGE Q 4,� ROCK OUTCROP (LEDGE) icy \\ rale,tiI �pCAg T. �A p School' �/os Erol 3 c'Sa �-'l'� l S, -- - ---- - LIMIT OF COASTAL BANK � � L/M/T OF INNER RIPARIAN ZONE IRZ a 4 ---�) c. F1 LJ P� �' l F C. A- OQ�V�� LIMIT OF OUTER RIPARIAN ZONE ORZ __, 1} F LIMIT OF WETLAND REPLICATION AREA • O , �P �o ✓Q Ae V y �n� LIMIT OF 100-FOOT WETLAND BUFFER ZONE. O ^? i ��O�Y-11 LIMIT OF 100- YEAR FL OODPLA/N LIMIT' OF 10- YEAR FLOODPLAIN -- L/MIT OF CONSERVANCY DIS TRIC T, WA 7FRSH,'ED PROTECTION DISTRICT, OR "INLAND FLOODPLAIN" - --- SIL T FENCE LOCUS MAP HA YBALES SURFACE RUNOFF DIREC77ON . . .. SCALE 1"--1000' +- WA TERCOURSE FLOW �Z �- -- PIPE FLOW f— 0 1000 2000 4000 TP 035.2 TEST P/T W4TH ELEVA TION P T6 PERCOLA 77ON TEST Q SP 2 SOIL PROBE p S83 SOIL BOR/NG o • o Q GM 5 GROUNDWATER MONITORING WELL D � x STONE RETAINING WALL CD0 ('\j +^ RETAINING WALL ^ ^ ^ CU CD °D BU/LD/NG, LIGHT, STEPS & OVERHANG CU C z 17 PLANNING BOARD DESIGN: JRC 1- COCK DRA WN: FBF DEF/N/T/I/E SUBDIVISION PLAN SHEE T y�� Engineering Associatesco of 8 cj) Or 1�s. r�G A DIVISION OF H.S.A. INC. DWG. 8735E PARLEE STREET EX TENSION C coj EA �N Q CIVIL 235 NEWBURY STREET, DANVERS, MA. 01923 CHECKED. RFD SALEM MASS. JOB 38058 e VOICE (978) 777-3050, FAX (978) 774-7816 1 2 JR.c RFa IV R ld R&w sep 40 ORAD«!4 " ./V 0. Fc, '��'`` SCALE.• AS SHOWN 1 .nom• RFD /I'/29101 PB, SOAM/5510^/ PREPARED FOR: LEDGEWOOD HILLS REALTY TRUST 8 735 m NO. BY APP. DA TE REWSION DESCRIPTION Civil Engineers, Land Surveyors & Environmental Consultants DA TE.• 11/27/01 I TYPE 1-2 BITUMINOUS CONCRETE, I I 2" BINDER, I" TOP COURSE I I SLOPED GRANITE CURB ELEVATION BENCH MARKS I I 1-1/2" MHD TYPE I-1 Bir. CONC. TOP COURSE I 3" MHD TYPE 1-1 BIT CONC, BINDER COURSE A DATUM: CITY OF SALEM BASE VAR/ABLE W/D TH RIGHT OF WAY (40' MIN.) -\ DESCRIPTION ELEV. 1 I I I 12' 12\ \ \ 3' S\ 1 . SQUARE - CUT SET IN CURB 124.67 I I (TYP.) (TYP. VJ+ 2. D.H. SET IN LEDGE OUTCROP 107.01 3. S = 2Za- S - 29,'-3 ' 6" LOAM & �� i I i o Q a fl.. ,.. .... ..... o . . d SEED (TYP) BARTLETT & STEADMAN a a..: o FOR REGIS TR Y USE ONLY I o, co .. .: . J DE VEL OPMEN T CORP. I I I :0 8 COMPACTED o o .. O ..:.' .. ... . U: .. ..: .p, I CERT/FY THA T THIS PLAN CONFORMS L.C C. 856 -J I 0 PROCESSED TO THE RULES AND REGULA TIONS OF � I I I ::.�: ;,.� ' : . GRAVEL BASE THE REGISTERS OF DEEDS. �/ I � �I_ ( I PROCESSED TED ' '- I PER MHD M2.01.7 - GRAVEL BASE I � 1 Z UNDISTURBED OR PER MHD M2.01.7 Z COMPACTED SUBGRADE DA TE PROFESSIONAL LAND SURVEYOR PROPOSED ACCESS EASEMEN T (TO BACK OF CURBING) 1 I I r, ") rr 12" COMPACTED BANK BUR/ED ELECTRIC, i I 1 1 ' ' RUN GRA VEL BASE "� TELEPHONE & LEDGEWOOD HILLS REALTY TRUST I � I PER MHD Ml.03.0, TYPE b, ✓ -'t 11 CA TV (TYP.) I Y"`=',';0 3" LARGEST STONE o 0 L.C.C. 856 -J / o I I 6'g N LOT I I I NOTES. a5 I 1 ROADWAY CONSTRUC77ON SHALL CONFORM TO 0 G• TEMPORARY 10 WIDE SLOPE EASEMENT � AREA=16,798 S.F.+ I 1 � I CITY OF SALEM DPW SPEC/F/CA TIONS. PROPOSED DOUBLE GRA TE CB �VFA 16 R/M=107.6 /N'V.=101.80 I I � I �; :� [2] REMOVE LEDGE /F ENCOUNTERED, 12" MIN. WFA 15 BELOW GRAVEL BASE. PROPOSED VOR TECHS MODEL 2000 I SEWER I WFA 17 ,' � _ [3] /F THE 10' MINIMUM LATERAL SEPARA TION BETWEEN S FORM WA TER TREA TMEN T SYSTEM LOT 9 � I 1?' SA N/TAR Y SEWER AND WA TER MA INS CANNOT BE (OR APPROVED EQUAL) Vt/F�14 I �,3�MV. MA/NTA/NEO THEN THE WATER MUST BE A MINIMUM R/M=106.2 INV.=100.8 L.C.C. 856 L A 12 WFA 13 `y 101 1 OF 18" ABOVE THE SEWER. IF NEI THER SEPARA TION PROPOSED DRAINAGE EASEMENT WF HARRY & 10q 110 I ) CAN BE MAINTAINED THEN BOTH PIPES SHALL BE 6 WFA 11 -x. I 18 BARNA RA LAZARIDES 777 110 112 1 WA TER FITTED W THIN A P. V.G SLEEVE, EXTENDING 10' I L.C.C. 856 -L PROPOSED PUMP CHAMBER 19 113 114 J I E117-lER SIDE OF THE CROSS/NG. (SEE .SHEET 5 FOR /N VER T ELEVA TIONS) ,._. _-- 115 i--L ,q,FA 10 i ;� 107 I ,' - LOT 97A TYP/CAL ROA DWA Y CROSSECT/ON PROPOSED DE TEN TION POND SEDIMENT FOREBA Y _ _ IA RE.A-13,62 5 S.F. MICHA L & MAR }..__ �:. �4'L I �. BUL YGA SCALE. 1 =5' HORIZONTAL PROPOSED CONCRETE PAD FOR R & C 1"=1' VERTICAL EMERGENCY BACKUP GENERA TOR WFA 9 , ��., r ., REAL TY TRUST - �- PROPOSED I ` ' DWELLING RONALD A. JAMES, TR. i I _ PROPOSED' F.F. EL. 724' �I °{'' .] DWELLING _ L.C.C 355 -9 BARTLETT & STEADMAN �� a F.F. EL.- , �-INV PROP. 8 TEE DE VEL OPMEN T CORP. '' " L.C.C. 8.56 -J PROP. HYDRANT O yyFA7 /� 1 ,\ bk c�� 6" CLD/ - CLASS 52 O 1 3 8 x8"x6" TEE ` PROPOSED DETEN 17ON POND WFA6 9 _ 1_ 1100. '�� - !- 50.00 - - �� ' SQ.0 #2�► PROP D i PROP. lT. CO S/D LK TYP -GENERA L NO TES: ETe „ � SEE SHEET 6 OF 8 PROPOSED DRAINAGE- EASEMENT PROPOSED 2-8" PVC, Op 101 05 (� S �' 0 W ,� �_ W ; "� W 8" CLD/ CLASS 52 ASSESSORS 11 +00 '� '� . . 1 00 c� - . 0'+00 _ - 02 1 ,� .. �- BLOCK - U S-2.09' ,- - - 1 YW ATE N NS C -�. TY MAP 14 LOTS 48 50,52 INV. (lN)=101.0, '� LEE -- - --- ' (P l V 0 U TED 4 WIDE -.-- - ••• IN V. OU I)=100.5 10 - ) - G. I - 1p2 103 SS r S _ ; _ ..-- ., w. :; ZONING. R1 - RES/GENT/AL (ONE FAM/L Y) 10 3 .#1 4= � I '?. s MIN. LOT :SIZE 0q O 15,000 S.F. WFA3 _ 0.00' ; - _� " - MIN. LOT WIDTH 100' 0� 1.18.73' / 50.00 1 i 50.00 90.01 CORPORATION TYP. 120.00" O VERA GE 309 y PROPOSED I v ( ) MAX BLDcG LOT C VALVE PIT ( 119 N i PROPOSED 111 _ � � � � MIN. FRO/W T YARD 15' :.r ^ , �;> M/N. SIDE YARD 10 - - - - DROP SMH 0 _ _ - t._. .,` i MIN. REAA? YARD wFA2 D RIM=106.4 N I h 30 INV. (IN)= .5 ] I PROPOSED o� PROP. SUN I �� MAX. BLDG. HEIGHT 35' (2 1/2 STORIES) / INV. (DU =99.4 _ �wEL°NEO REF RE"NCES: PROPOSED PROPOSED - Q p IN (/N)-1110.9. E DWELLING DOUBLE GRATE B F.F. EL. 124.5' Q, PROPOSED DEIFNT/ON POND 105 F.F. EL. 113.5 R/M=105.6 _ PR(OPOSED ACCESS EASEMENT Q W /NV. (OUl)�1>0.8 DEED BOOKC 7020 PAGE 640 OUTLET STRUCTURE / R. EL. 104.5 INV.=101.0 /N V. 102..3 ((TO BACK OF CURBING) �� JOHN T. & L.C.C. 856 L PROPOSED ' LINDA M. TURNER L.C.C. 73258 ' 106 10 DWELLING 1 Q-) ��° pg pg " O F.F. EL. 120.5' �� \ L.C;C. 856 -G �1�. RECORD OWNER. _.. . `L,p T 98 / 1 rn GEORGE A. L GAR. EL 111.5 N �� LEDGEWOOD HILLS REAL TY 7RUST L C.C.��56 - rr KARAKOUDDS P.0. BOX 780 Q) LOT 98 E ' AREA=7 F f o L.C.C. 856 -L L YNNF/ELD, MA 01940 `\ O J Z�i h1 O AREA=6,659 S.F. f \� NOTE PE TER J. GEORG/L A KIS I r `aO 1) PROJECT SOURCE BENCHMARK /S BASED ON 7HE RIM OF A NICHOLAS & ETHEL ALANTZAS ; 1 y 1 94.3 6' `�` SEWER MANHOLE AT THE /NTERSEC77ON OF VALLEY RD. & --------- L.C.C 856 -H � L:C.C. 856 -L :-/I `- QO PARLEE ST. AS SHOWN ON PREPOSED SITE PLAN BY- PARSON & FA/A INC. APRIL 04, 2007 I' L 0 T 98 G 2) WETLAND RESOURCE AREAS WERE DELINEA TED BY HANCOCK O PROPOSED STORMWA TER _ - ENV70RUENTAL SERVICES INC. ON JANUARY 03, 2001. FLAGS / , AREA S.F.+ ANAPER T REALTY CORP.` ; lNFI,L TRA TORS TO WERE LOCA TED B Y INSTRUMENT SUR 1/EY ON AUGUST 02, 2001. TO )REC/EVE HALF 52.42 L.C C. 856 -G , OF ROOF RUNOFF(TYP.) 3) UNDERGROUND UTILITIES SHOWN HEREON ARE COMPILED (SIZE TO BE DETERMINED s _ �, FROM FIELD LOCATIONS OF STRUCTURES AND FROM THf�'OUGH SOIL TEST/NG) AVAILABLE RECORD INFORMATION ON FILE AT THE CITY ENG/NEER/NG OFF/CES, Cl TY D.P. W., MASS HIGH WA Y DEPT. 52.42 AND UTILITY COMPANIES. OTHER UNDERGROUND UTILITIES - 100' WETLAND BUFFER 5g' PETER BEA TON MA Y EXIST. I T SHALL BE THE RESPONS/B/LI TY OF o _ 81. THE CON 1RA CTOR TO VER/FY THE LOCA 77ON, C" O sem. L.C.C. 856 -G SIZE & ELEVA TION OF ALL UTILITIES W11NlN 29 1 S17E PLAN THE AREA OF PROPOSED WORK AND TO CONTACT \ SCALE.' T „ = 20' "DIG-SAFE" AT 1-88th-344-7233 AT LEAST 72 HOURS - PR/OR TO ANY EXCA VA 77ON, DEMOL/77ON OR CONSTRUCTION. r c' 0 10 20 40 80 a 0 �� Cr ,��,�.,�. DESIGN: JRC DEF/N/T/I/E SUBC,�/I//S/ON Y� HANCOCK �Ati��s� „ DRAWN: FBF SHEET Cn Ln C°CIVIL v; OU/ CVa1VGPLANAND1VADH1W �T�O 2 OF 8 Engineering associates A 9No.38055 DWG 8735SP4 C 90 GISTS A DIVISION OF H.S.-A., INC. �FS"GIST. \` PARLEE STi9EET TENSION CD 235 NEWBURY STREET, DA.WVERS, MA. 01923 CHECKED. RFD JOB VOICE (978) 777-3050, FAX (978) 774-7816 SALEM, MASS, NO. 2 JRC RFD 12/17/01 REVISED LOT GRADING SCALE.• AS SHOWN Ln 1 JRC RFD 11/29/01 P.B. SUBMISSION Civil Engineers, Land Surveyors &: Environmental Consultants DA TEE- 11127101 PREPARED FOR: LEDGEWOOD HILLS REALTY TRUST 8735 % NO. BY APP. DATE REVS/ON DESCRIPTION - NOTES: 1) FOR WETLAND LOCATION SEE SHEET 2 OF 8. MAP 14: ASSESSORS: 2) LOTS SHOWN HEREON ARE EXISTING LOTS AS SHOWN �� ON LCC 856 L. SEE REFERENCES FOR TITLE INFORMATION. LOTS 37,39,48,50 & 52 (LEDGEWOOD HILLS REALTY TRUST)LOT 36 (MICHAEL & MARY BULYGA) ZONING: R1 - RESIDENTIAL (ONE FAMILY) REFERENCES: LC CERT. #73288 (LEDGEWOOD HILLS REALTY TRUST) LC CERT.#36432 (MICHAEL & MARY BULYGA) 1 LCC 856 L OWNERS OF RECORD: LEDGEWOOD HILLS REALTY TRUST PAUL DIBIASE, TRUSTEE I' MICHAEL & MARY BULYGA i a �I BARTLETT & STEADMAN -'�� DEVELOPMENT CORP. GG. FOR REGISTRY USE ONLY LCC 856 J �- O F� J l CERTIFY THA T THIS PLAN CONFORMS I TO THE RULES AND REGULA TIONS OF THE REGISTERS OF DEEDS. ° DHCB �i (FD) I `6`09,20„ E ya w 0�N' Qo 0.00(Tj� 6 rn CT) N N L0 1 DA TE PROFESSIONAL LAND SURVEYOR �'/ •1 0 F4 o w I Ln cam, 0 0k5 Q J `n ° ,4" r rn Ow '`" �- Q Z � co A � m a o ai :-j tY _j� o CTR.CB LEDGEWOOD HILLS �.os,o� � Cn o � (FD REALTY TRUST LOT 97 D LOT 97' C v) = LOT 97 A ° (B OK N) ° "' LCC 856 L Q LCC 856 L PAUL DIBIASE, TRUSTEE LCC 856 L .� m ., LCC 856 J MICHAEL & 7,354 S.F.f No 9,444 S.F.f Q 13,624 S.F.t MARY BULYGA m R & C " �' TRUST 0 LREALTY OT897E N rn RONALD A. JAMES, TR. `4jj 9,520 ±S.F. �, TEMPORARY LCC 856 94,jl J BARTLIETT & STEADMAN \ EASEMENT 2vo z DEVELOPMENT CORP. �o ti FOUNDATION 16'WIDE �� O t LCC 856 J % � o��o > REMAINS Q DRAINAGE >�\�'��., pa « 50.00 » ��- /�,Q EASEMENTF °c� o' °'4�• —/ /Q 3,327 ±S.F. ` p%�� 28� O << 150.90' >> 14.16' o 118.54' 1 - 32.36' -! 122.34'- 27.66 — 50.00" 50.00' - - 50.00' - 33.70' - _ 51.30' Q ROADWAY ROADWAY N 30.45'40" E. 435.90' 0�---0 EASEMENT � ,�13 TRFFT �0�i�/F1 352 ±S.F. PO NT yy z EASEMENT (PRIVATE - 40' WIDE) EXTENT OF �I o IV 45 0�2 40" P A R LE E 'I� (UNCONSTRUCTED IN THIS AREA) STREET EXISTING to o E ROADWAY I (A.K.A. MIDDLE STREET) PAVEMENT CV / EASEMENT N�� 25.00 ► 167,18' p i I � � �� 398 ±S.F. � LEDGEWOOD HILLS S ,30 45 40 W _z 478.73 REALTY TRUST 83.00' 35.73 'j ` 50.00' - 50.00' -� 50.00' 90.00' 'j 120.00' S T o- PAUL DIBIASE, TRUSTEE �� • �� « 118.73 » � � �� .° DRAINAGE X"IN4; �,33�; �61" REE LCC 856 J �o° �,6 EASEMENT , 4-98-30 03" w T �9� 6'j 2,625 tS.F. c/1 LOT 98 E �" o� LOT 98 I N � �� JOHN T. & Y LCC 856 L �, LINDA M. TURNER LCC 856 L J �, Q o w 6,658 S.F.f LO U 7,446 S.F.t 5 J W 8 n LCC 856 G w � trU of C. Q� �U o W� o U� 00rn -� O) QU �� `V M ro 4 U �cD ri ri m Q J U 1 Di 0; 00 to sJ Y C9 69• LO LOT 98 G Sp, cn Of z w LCC 5 589 S6F.f � 5 •�6'� �. �Of 0- ANAPERT REALTY CORP. r - LCC 856 G 52.42, W F�,C' ass F PETER BEATON O �Y' LCC 856 G G� lb 4 DHSB(FD) CD CNJ 66 0 0,� SCALE: 1 " = 30' LO DHSB(FD) 0 15 30 60 120 U CD PLANNING BOARD DESIGN.- JRC DRAWN.• JMSDEF/N/T/VE SUED/V/S/ON PLAN SHEET w �s�t��g� EngineerinELANCOCK. g Associates DWG. 8735EA PARLEE STREET EXTENSION 3 OF 8 00 rr} A. A DIVISION OF H.S.A., INC. i i VANCURA. Na 3GI27 CHECKED: WCJ C- �` 235 IC N 978) 7 STREET, DAX (97 MA. 01923 SALEM MASS. JOB " � cast � VOICE (978) 777-3050, FAX 978) 774-7816 2. JRC RFD 12/17/01 REV/SED LOT GRADING 'Eur, SCALE. 1" = 30' . NO. m I. JRC RFD 11/29/01 PLANNING BOARD SUBMISSION PREPARED FOR.- LEDGEWOOD HILLS REALTY TRUST NO. BY APP. DA TE REVISION DESCR/P TION 4k1 lt•i�•e f Civil Engineers, Land Surveyors & Enwironmental Consultants DA TE- 11/27/01 8735 s _.. I� i e 145 - -- - — -_- -�___ __.__.__�___ --_- -, -�� 145 cV i En i Q I � Q -------_ 135 FOR REGISTRY USE ONL Y W O / CERT/FY THA T THIS PLAN CONFORMS i TO THE RULES AND REGULA 7/ONS OF 0 Q j THE REGISTERS OF DEEDS. I DATE PROFESSIONAL LAND SURVEYOR o ~ ixIs 77NG L T. EX R/OR R.0.W. L/ E I 125 f i125 / IL O _ momCLI r ROPOSED G ADE I •,.••'•• I I I �' I - / •;,. I I I KEY. I •" ; I I i N EX11S77NG RT. EXTEg1OR R.0.W. LINE . �,.FM I I I PROPOSED GRADE Q I. i � .••'•�/ I i I — — — — EX/STING !' GRADE • .•' , ! I I —_f 115 — EXIST/NG RT. EXTERIOR LINE .00 I I r ! — EXIS77NG L EXTERIOR LINE • N I o c' EXlTING �' GRADE I — — T. o, Q ��: . • o �a •.� I WAlgMA 10Zi I I I ! PROP. DETEN5, N POND / l ,.•• • I j 105 -— �- •,. 5,6 R -- - ^_-a__�.� 105 • Sp I-APSC h � I I I oioo I Q I } zj I � Ih^(jo 95 ao• �`O, � Z I WIC^W W �h� I I I O NOS �Ooioi ! Ot Z C9 z � a W I W 00 � NO eco � ^ �o � ^ h SON �oo^�p QOM W O � NO CID N" o0 00 00 O � ^ ^ 3+72.65 3+50 3+00 3+11.00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50 -1+00 MAL ONE DRIVE OAR STREET'° PROF/LE VERT/CAL co CD SCALE. 1 "=4' - 0 4 8 16 0 0 N HORIZONTAL SCALE:1 "=20' 0 10 20 40 • 80 r, M .Z DESIGN. JRC HANCOCK DEFINITIVE SUBDIVISION Ln DRAWN.• FBF SHEET . kt c f'4-SSQ�,` Engineering Associates 4 OF 8 • c° DWG. 8735P ROADWAY PROF/LE „ , A DIVISION OF H.S.A., INC. °o«A FARLEE STREET EXTENSION rto. CIVIL N 235 NEWBURY STREET, DANVERS, MA. 01923 CHECKED: RFD CU Uo CIVIL o �4 VOICE (978) 777-3050, FAX (978) 774-7816 rNO. 2 5126 RFO 1211710/ 10601W LOV C4Ao%✓G �O 9e�'f57EP��`=` CIOSCALE.•AS SHOWN SALEM, MA SS. CID .Z �2C RFD /lZQlo/ P.S. SJB�!lsSlow �' c. Civil Engineers, Land Surveyors & Emvironmental Consultants DA TE. 11/27/01 PREPARED FOR. LEDGEWOOD HILLS REALTY TRUST 8735 NO. BY APP. DA TE REKS/ON DESCRIPTION I i I PUMP VAL VE PI T-\ i o i I SMH 2'-6" X 4'-0" ALUM/NUM ACCESS COVER /N "RAISED CURB" FLUSH WITH FINISH GRADE 4" MUSHROOM VENT 24" DIA. MANHOLE FRAME AND COVER SIE LEBARON LA 246 W/ 3" LETTERS-"SEWER" 0 • FINISH GRADE "I T.O. STRUCTURE EL. 50.50 M1N• (TYP. 0. STRUCTURE EL. 50.50 ,.-29 MIN. �F7 i i ►'__ " ' ' �ji,\�/ /� • �. I a �_I �. :i ' ��.�:►. .\ \ \\��\\ FOR REGISTRY USE ONL Y — — — I CERTIFY THA T THIS PLAN CONFORMS MANHOLE STEPS A T 12" 0.C. TO THE RULES AND REGULATIONS OF NEMA 7 ` GAL V. GUIDE PIPES '`' 3" CHECK VALVE THE REGISTERS OF DEEDS. ✓UNCTION BOX FOR LA POUT PLAN REMOTE MOUNTED a GAL LIFTING CHAIN �' !0 V. ' ►. : 3" GATE VALE SCALE: 1 =10 CONTROL PANEL o' PANEL ' DA TE PROFESSIONAL LAND SURVEYOR j ;v� 3" DISCHARGE a n V1 a' 3" DISCHARGE 3" CL53 CLD/ PIPE a ; . PIPE MOUNTED ,� 10' Uj Lu LU MERCURY FL OA T SWITCHES a INLET BOOT 4" CL 5,T CL DI PIPE PIPE SUPPORT SEWER MAIN 1 O :• /� INLET INV. EL. 40.00 `a /\• .��; % 7 k O \ •�' //\� FITTING p 39.50_ `O HIGH WATER ALARM 4" FLAP VALVE /\\j\ \ \/\/\/\/` \/\/\/\/ / /\/ 6" DEPTH OF 2" MINUS CRUSHED STONE BEND — 22 1 2' OR 45' W U � LAG PUMP ON a �� \ \\/C� \�// / /\�/. \�/ / q 39.00— I 4" PVC PIPE �'- 38.50_II `° LEAD PUMP ON 'a 6" 6" J8_50_6 ' • 6=0" DIA. UNDISTURBED SOIL OR X ' SUBGRADE COMPACTED TO 959 w wad %//\\/ 7' 0" DIA. PER ASTM D-1557 a ALL PUMPS OFF PLAN VIEW WA 1FRT/GHT z m 37.00— • PL UG COMPACT STRUCTURE O .I BACKFILL TO 959' 36.00_ o BOTTOM STRUCTURE " : �`' ' a : ' ' ' ' PER ASTM D-1557 CROSS SEC TION VIEW Y EL.J5.20 3� . m .. a °. a • ..' ' "3 STA 770NARY BREAKAWAY F/TYING a.. a 2x4" WOOD MARKERCONCRETE FILLE ' • \� . .. .,. TO •:� \ 6" DEPTH OF 2" MINUS CRUSHED STONE MIN. 3 FEET ' �/� ��/�� /\\�/\\ ABOVE GRADE PERMANENT NON—CORRODII G �j\�\ \j\\\ \ \/\> CONNECTION BETWEEN BASE ' �' ' �'/ '/ '�� I FINISH GRADE UNDIS7URBSECTION AND BALLAST SLAB 1=0" 1_O SUBGRADEECOMPACTED TO 959 6" 6'-0" DIA. 6" PER ASTM D-1557 4' — 0" 7=O- DIA. MIN. COVER SLOPE. (19 MIN.) CROSS' SECTION WEW I 4'-6" CL STA 77ON 15_O" VALVE PIT TYP 5• MIN., 35• MAX. A.MERCURY FL OA T SW/TCHES> = •< A. PROFILE �--SEE PIPE TRENCH DETAIL a FOR BACKFILL AND COMPACTION 1.. a .:a REQUIREMENTS VENT BALLAST SLAB--,,\, • • ." 9'x9'x12" THICK ° : SEE VAL VE PIT NOTE [11 3" FLANGED TEE SANITARY SEWER LATERAL DISCHARGE [1�� • NOT TO SCALE DA [3 J\ 3" DISCHARGE -� DRAIN FROM VALVE PIT INLET-- [6, [1J� 45' BEND SEE VALVE PIT NOTE [3] 3" FORCE MAIN C GRA III TY FORCE MAIN DISCHARGE 7RANS/T/ON COUPLING [2,7SEWER •: I MAIN SEE VALVE PIT NOTE [11 DUPLEX CON7ROL PANEL ` • MIN. e 3" FLANGED ELBOW MANHOLE STEPS 12" O.C. /\ o :R: 7-O" O.D. =o" 4=O" 2=0 7-O" O.D. PLAN 14/EW PLAN VIEW NO TES: [l] CONCRETE. 5,000 P.S./ AFTER 28 DAYS. NO TES: [1J I [2] REINFORCING.- WALLS & FLOOR 4 X 4/4 X 4 W.W.M. [lJ TRANS/7TON COUPLING SHALL BE SIE 'S ® 8" O.C. SM/1N—BLAIR 441-00000396-900 SLAB TOP #5 [3] JD/NTS SEALED W/7N 2 STR/PS .88 X .88 BUTYL RUBBER [2] 7RANS1170N COUPLING SHALL BE S/E SMITH—BLAIR 441-03960350-900 JOINT SEALANT. [4] STA T/ON PIPING SHALL BE 3—INCH DIA. [3J TRANS/170N COUPLING SHALL BE SIE V CL53 FLANGED DUCTILE IRON. SMITH—BLAIR 441-00000510-900 N07ES.• • [1.1 SEE PIPE TRENCH DETAIL ON SHEET C-7 [5] STA TION SHALL BE WA TER 77GHT. FOR COMPLETE BACKFILL AND COMPAC770N [6] .PUMPS SHALL BE SUBMERSIBLE, 1 1/2 - INCH DIA. SOLIDS CAPABLE, 24OV, REQUIREMENTS. SINGLE PHASE, EXPLOSION-PROOF, CLASS 4 GROUP D, DIVISION 1 RATED, CAPABLE OF 60 GPM ® 42 TDH, UP TO 80 GPM ® 48 FT. 7DH. .SEE SEWAGE PUMP STA PON DES/GN COMPUTA TIONS FOR SYSTEM CURVE DA TA. [7] PRIOR TO FABR/CA TION OF PUMP STA TION CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS VAL VE PIT COMMON SEWER TRENCH N FOR REVIEW BY ENGINEER AND CITY ENGINEERING DIVISION. TYPICAL CROSS SECTION TYPICAL CROSS SECTION SEWAGE PUMP STA TION NOT TO SCALE SCALE 1 " = 20' NOT TO SCALE 6jMMMMMd - TYPICAL CROSS SECTION NOT TO SCALE 0 10 20 40 ao CD i z DES/GN: IRC V � �t\� OF kf4,9 4 Fmcoko*r%,�, cDRAWN.• FBF PUMP STA TION DETA/LS SHEET CGEA JAMESEngineering Associates5 OF 8 SIV'' y A DIWSION OF H.S.A., INC. DWG. 87350 PARLEE STREET ETENS/ON c .o No.3&056 Q CD TO SFGISTeP��c, CHECKED: VVT cD ��O�A`� 235 NEWBURY STREET, DANJVERS, MA. 01923 JOB VOICE (978) 777-3050, FARC (978) 774-7816 SALEM MASS. 2 J"RC RFD /7-117/01 RwcSry L07- &VDtv�- �- SCALE.' AS SHOWN � NO. Ln J ,VC_ RFD /7/24/0/ PB.sj_6MtsSt04_7 8735 Civil Engineers, Land Surveyors & Environmental Consultants DA TE.• 11/27/01 PREPARED FOR: LEDGEWOOD HILLS REALTY TRUST % NO. B Y APP. DA 7E REVISION DESCRIPTION -- - T 1 II i I I I �i i c GENERAL NOTES 1. Thisaccompanylan willa Notice of Intent filed with the Salem Conservation Commission P and Massachusetts Deportment of Environmental Protection. I 2. Wetland limits on site were delineated by Rimmer Environmental Consultants, doted 10/2000 & Hancock Environmental Consultants, dated 1/2001. CONSTRUCTION IN AREAS TO PLANTED OR UNIMPROVED AREAS CONSTRUCTION /N AREAS TO BE PA VED J. Erosion control shown hereon shall be installed before earth disturbance occurs within buffer zone and shall serve as the limit of work. 4. All exposed finish grade surfaces within the buffer zone shall be loomed, seeded and mulched. LANDSCAPE SURFACE RESTORATION PA I/EMENT 5. Locations of existing underground utilities/obstructions/systems shown hereon are TOPSOIL COMPACTED GRAVEL BASE approximate only. All utilities/obstructions/systems may not be shown. Contractor shall be responsible for locating and protecting all underground utilities/obstructions/systems, a ao.0 cA . .e p A • A:• : •.p . .,�:.. .0 whether or not shown hereon. _ _ _ o. .oa . �.: ::. . 4z' .0 o: -I I-III=I I b ° -0 FOR REGIS T?Y USE ONL Y 6. Unless otherwise shown, all new utilities shall be underground. II-III-III=III - -_ F/NAL BACKF/LL I I I-I I I-I I I-I I I I Eil I I-III-I �' / CERTIFY THAT THIS PLAN CONFORMS 7. Safety measures, construction methods and control of work shall be responsibility =III-III=III III-III=III-III o W I I-III-III-I I III-i�I=III- V TO THE RULES AND REGULATIONS OF LAY BACK THE REGISTERS OF DEEDS. SIDE SLOPES OR of Contractor. III=III=III III=III=III=1I W 8. Contractor shall be responsible for repair and/or replacement of on y existing improvements Z ~` .'' PROVIDE STRUCTURAL damaged during construction that are not designated for demolition and / or removal `'� SUPPORT FOR Z " " ,. hereon. Damaged improvements shall' be repaired to the satisfaction of their 1 -0 f2 :.�.-: { SEE /Q.7F 2,:'': TRENCH WALLS /Nl'TIAL BACKF/LL �' � ' "`�"' `� PER OSHA � DA TE PROFESSIONAL LAND SURVEYOR respective owners. REQUIREMENTS PIPE ZONE 9. Where existing utility lines structures are to be cut/broken down/ obandoned, lines/structures SPR/NGLINE shall be plugged/capped fi//ed in accordance with owner requirements. HAUNCH/NG DOUBLE FRAME & GRA TE 10. In certain instances, in order to desngn gravity flow improvements, Engineer must MIN. 6" THICK SIE LEBARON LF 246 io BEDD/NG B/ US rely on pipe invert elevations obtained at accessible structures and/or record pipe CONCRETE COLLAh? 12" 1/4" TO 1/2" 0 0 0 �FOUNDA TION STABIL IZA TION slope data obtained from local authorities. Prior to commencement of construction, WHEN REOU/RED BY ENG/NEER Contractor sholl verify grades (via potholing or other methods) of existing gravity FRAME TO BE SET IN S MIN. 2 COURSES OF OTHERWISE PLACE BEDDING ON FULL BED OF MORTARSHAPE BEDDING BY HAND TO FIT flow utilities intended to serve site and buildings, including sanitary sewer and CONCRETE BRICKS BOTTOM OF PIPE, INSTALL PIPE UNDISTURBED NATURAL SOIL storm drains. This work is necessary to ensure that adequate slope exists to of%w FOR GRADE ADJUSTMENTS ON STABLE BEDDING WITH UN/FORM drainage of sewer services, roof and floor drains to existing utility mains or to their BEARING' UNDER FULL LENGTH OF NOTES• final runoff destination. Should site conditions differ from design elevations shown 24"_i-l" SEAL ALL OPEN/NGS PIPE BARREL. [1J PLACE J/4" MINUS GRADED GRANULAR BACKFILL AT 48 f 1 DIA. WA TER T1 WITH hereon. " " OPTIMUM MOISTURE IN HORIZONTAL 8 DEEP LOOSE LAYERS, I NON-SHRINK GROUT COMPACT TO 959' PER ASTM D-1557. 11. Dimensions for curbing ore face to fore. HOOD - OUTLET PIPE FOUNDA T/ON, BEDD/NG AND BACKF/LL MA TERIALS [21 MIN/MUM WIDTH OF TRENCH MEASURED A T THE W LOWEST INVER _ SPRINGLINE OF THE PIPE, INCLUDING ANY %r 12. Elevation datum is City of So%m Bose. 3" MAX PIPE MA TER/AL HDP, PVC RC, D/ NECESSARY SHEA rHING.• 13. Contractor shall contact Dig-Safe foir underground utility mocking of 1-888-J44-72JJ MORTAR ALL JO/NTS STABIL/ZAT/ON [67 [6] PIPE /.D. WIDTH at least 72 hours prior to commencement of an work. COMPACT STRUCTURE LESS THAN 21" 0.D. + 12" P y BACKF/LL TO 957. Z �j 5" MIN. BEDDING �1J �1J 21" TO 42" 0.D. + 24" 14. Contractor shall coordinate and obtain all construction permits required by PER ASTM D-1557 GREATER THAN 42" o.D. + JO" regulatory authorities. W W 4,000 P.S.I. PRECAST HAUNCH/NG �1J �1J [3] INSTALL PIPE IN CENTER OF TRENCH. � CONCRETE CONFORM/NG W/TH W " ASTM C-478, FORM/RC/NG /N/TIAL BACKFILL �1J [4] IN PLANTED OR UNIMPROVED AREAS, USE 15. Contractor shall make himself aware of all construction requirements, conditions, c� �- 6 a ON-S/TE EXCA VA TED MA TER/AL FOR F/NAL and limitations imposed by permits and approvals issued by regulatory authorities m MIN o Z PER ASTM A-185 F/NAL BACKF/LL [4] [4] BACKFILL. COMPACT TO 9590 PER ASTM prior to commencement of cry work., $me a 6 DEPTH OF2" D-1557. IN PAVED AREAS OBTAIN ENG/NEER MIN. APRO VAL OF ON-SITE EXCA VA TED MA TER/ALS �5J 16. All work outside of building that is /cess than 10 feet from the inside face of buildings MINUS CRUSHED STONE PIPE COVER FOR USE AS FINAL BACKFILL foundations shall conform with the Uniform State Plumbing Code of Massachusetts, [5] MIN/MUM COVER OVER TOP OF PIPE• MA TER/AL HDP, PVC RC, DI I 248 CMR 2.00. UNDISTURBED SOIL OR ' � PWA TER SUBGRADE COMPACTED TO 959 17. All sewer services shall be 4" pvc schedule 40, S= 2.090' unless otherwise indicated. PER ASTM D-1557 5'0" 5=0" SEWER 4=011 4'-0" 18. All water services shall be 1" cbpper,, 5' cover(min.). NOT • CONICAL TOP MA Y ALSO BE USED DRAIN 1=6" 1'-0" [6] FOR FOUNDA 77ON STAB/LIZA TION, USE 2" M/NUS CRUSHED STONE. • DOUBLE GRA TE CA TCr� 2 X2 x4' WOODEN POST BAS/N W/TH HOOD TYPICAL TRENCH /TYPICAL CROSS SECTION TYPICAL CROSS SECTION PROTECTED AREA � DR/VE WOODEN STAKES NOT TO SCALE NOT TO SCALE MIN. 6" INTO GROUND F/LTERFENCE ilil I ( III 95.7.FILLOCOVER t GRADE III 7. VARIES / 00 .. o0a0 ao " . oQo 00000 00 000o O O0GROUND SURFACE �� o 0 0 00 0 00 ' j 1 1/2-2' " 8" I ' STRAW OR HA Y BALE STONE 5� BOTTOM OF STONE EL. (VAR/ES) I / CRUSHED 58" NOTE.• 1. ALL PIPE SLOPES IN AND OUT OF RECHARGER UN/TS SHALL BE SET A T 1.0 7. CUL TEC 330 HD RECHANGER UNITS PLACE 6" OF FABR/C ALONG TRENCH BOTTOM, \6" o BACKFILL AND TAMP. (OR APPR01/ED EQUAL) J NOT TO SCALE O % D CU HA YBALE AND SIL T FENCE BARR/ER CROSS SEC TION SCALE 1 " = 20' NOT TO SCALE 0 10 20 40 ao CuCn o DES/GN: JRC C:) COCK CONSTRUCT/ON DE TAILS �� OF 1,f4 DRAWN.• FBF SHEET Co. ,.��' �� Engineering Associates PARLEE STREET EX TENSION 6 OF 8 • COMEAU DWG. 87J5D1 rn .,, a� JAMESR. G� A DIVISION OF H.S.A.. INC. • :� CIVILCD ' o No.3SO56 Q 235 NEWBURY STREET, DANVERS,, MA. 01923 CHECKED: RFD �o�^,�:;,S7E ��` VOICE (978) 777-3050, FAX (978) 774-7816 JOB SCALE.•AS SHOWN SALEM, MA SS. NO. 2 SRC /Z/010f. loss zxj GrB1q &16 �`s,�, �G. TONAL E "' .1 ipe- RFp ii/Lp1o7 PB. .SdB�KLSS�� U ��5 % NO. BY APP. DATE REVISION DESCR/PT/ON ,. U cI- Civil Engineers, Land Surveyors & Envirronmental Consultants DA TE• 11/27/01 PREPARED FOR: LEDGEWOOD HILLS REALTY TRUST 77 APPL Y FULL COVERAGE ° STACK COAT AT JO/NT--- COMPACTION REQUIREMENT 2"CL s COURSE TH/CKNESS 14 ® 18" EACH WAY 4000 PS/ CONCRETE NON-SKID 1 1/2" TOP ION: :,-... :,:..: ::.:;: :°.._:.,::..:;:- TEST PER AASHTO T166. SEE NOTE [l] FINISH " 3" BINDER ° ' ~ °- .� '' �, . ° o TEST PER AASHTO T166. SEE NOTE [1] a 24 DIA. ORIFICE/GRA TE " •I o� o/�• °: o�°`• a Q 4" 3'x3' CON/CRE1F COINER TOP OF BERM ;ie 9598 TEST PER ASTM D-1557 'CL (TYP) a a EL. 102.5 EL. 103.5 %3 COMPACTED PROCESSED •' 4 a GRA VEL BASE PER MHD M2 • ;• • �! °lo,• of •O • o• °%,• OO •� Ap °p d o8 e• 0o %. •ep oe' - ep ee .G .e. • °a 4 12" COMPACTED BANK RUN ��° , . ° ° ° 959; TEST PER ASTM D-1557 \\ \\ Q o p e° • °•0 q GRAVEL BASE PER MHD M1 � Q °�� ° •' 11 Od °°° • o o • b b Qa a •.� G p Op o e ee .e 00 �•0 ooeo re 6" • d TYPE b, 3" LARGEST STONE '° \\j e e o e e e e e 11 /\/ \/ ' 959., TEST PER ASTM D-15577 771 N"77 s_ — • - _ UNDISTURBED OR - ��\��\\��\��\ \G��\�� \\��\��\I�` J14" MINUS DENSE GRADED CRUSHED STONES\�� •. 3 SLOPE COMPACTED SUBGRADE [3] COMPACT TO 957. PER ASTM D-1557. • MA TERIAL SPEC/F/CA TION MAXIMUM AGGREGA TE OR UNDISTURBED EARTH OR PREPARED SUBGRADE • PARTICLE SIZE (lN.) COMPACT TO 957. PER ASTM D-1557. ; A FOR REGIS TRY USE ONL Y BOTTOM OF WALK CONCRTO THE RULES AND/ CONFORMS REGULA 77ONSOF CLASS 1, TYPE /-1 CEMENT TOP — B/TUM/NOUS CONCRETE MHD M3.11.03 1/2 DETENTION POND TWIN 8" C/ PIPES, S= 2.09' THE REGISTERS OF DEEDS. ETE BINDER— B17UM/NOUS CONCRETE MHD M3.11.03 1 TYPICAL CROSS SEC TION . A. 8" D/A. OR/F/CE CLASS 1, TYPE I-1 NOT TO SCALE 3_O" FLOW BASE — GRAVEL BORROW[2] MHD M1.03.0 TYPE C 2 EL., 101.0 1EL. 101.0 DA TE PROFESSIONAL LAND SURVEYOR SUBBASE — GRAVEL BORROW MHD Ml.03.0 TYPE C 2 • UNSUITABLE SUBGRADE — ORD/NARY BORROW MHD MI.01.0 12 2 — 8" Cl PIPE 6"(T ) NO TES: ` e .a [l] COMPACT TO TEST AVERAGE OF 9598 SPACING 8-3/4 NO TEST LOWER THAN 937. O I O �O "0, L=6" " i °= ° . 6 CRUSHED [2] ACCEPTABLE SUBS 77TUIF MA TER/AL: 3/4" MINUS DENSE GRADED CRUSHED STONE. ANCHOR BOLT FASTENERS • a STONE SUBGRADE 3 — 1"� STEEL BARS t' TYPE M (TYP) [3] PULVERIZE EXIS77NG BIT. CONC. PA VEMENT PLACED ON EACH SIDE � 1" DEEP CUT TO HOLD GRA TE BITUMINOUS CONCRETE PA VEMENT SECT/ON & ELENA TION TYPICAL CROSS SECTION W NOT TO SCALE oDETENT/ON POND OUTLET STRUCTURE NNOT TO SCALE x 3'-6" WELDED MCNICHOLS GW75 1 STAINLESS STEEL GRATE OR APPROVED EQUAL 2" CL #4 ® 18" EACH WAY 4000 PS/ CONCRETE ..�. •-� � PACINGE 304 AR J14-xJ116- W/ANCHOR BOLT FASINERS (TYPE M) .4 G 4 Q PLAN 4' a a 6" 4 Q ' DE,TENT/ON POND CUTLET STRUCTURE G 4Q *p. .0 PO oo. °,O� '0°8 ° °o �: 4" NOT TO SCALE GRANULAR BASE COMPACYED TO 9570 SEE TABLE FOR PER ASTTM D-1557 EMBANKMENT MA TERIA L.S )MPEEMBANKCORE TOP =C KEY UND/STUR,'BED EARTH OR PREPARED Dl 2(Dl)+SPA C/NG+L SUBGRADE COMPACTED TO 9590 4" COMPACTED DEPTH LOAM & SEED DRY DUMPED STONE PER MHD M2.02.3 6" DIA. _ FOR DETENTION POND EMERGENCY SP/LL WA Y AND PER ASTMI D-1557. 3 SEDIMENT POND SPILL WA Y ONL Y. CONCRETE PAD TOPI�.5N0 STOCKPILE 1�— 3 � 1 DETErvTioN TYPICAL CROSS SECTION BASIN NOT TO :SCALE -- — — TOE OF EMBANKMENT E_•."XIST/NS GRADE_ EXCA VA TE KEY 2' MIN BELOW SUBGRADE 8' WIDE KEY L SUBGRADE = EX/STING EMBA NKMEN T MA TL-RIA L S GRADE —1.5' PLAN ° 4x12" SPLIT--FACED GRANITE CURB, FULL MORTARED JOINTS COMPACTION / FINISH GRADE (MHD TYPE SA) MAX PART/CLE LOOSE LIFT REQUIREMENT 6"M/N 45- L OCA TION MA It SIZE•(IN) THICKNESS (IN) (9' MDD��) FINISH GRADE KEY NA TI VE PARENT 6 12 MAX 92 131 DRY DUMPED STONE R/PRAP \� \ SOIL[21 FLOW PER MHD M2.02.3 TOP COURSE °°o° /.�JNIF BASE COURSE 6 12 MAX 92 6" DIA. COMPACT TO 95 BINDER COURSE ° TREA° D 9' PER EMBANKMENT NA TI VE PARENT !3I °oO ° 2 °� °e `I °• • • •c o °°° ASTM D-1557. (SEE PAVEMENT SOILS ;?e o e °, °o 1•off° GRAVEL BASE. o00 o.'0- °o o• ° e°° SPEC/F/CA 77ON FOR BASE LOAM COVER NA 77 VE TOPSOIL 1 8 MIN 80 • �� •°° ° ° ' ° ° ' °° COURSE MA 7FR/AL) COMPACTED °�.o' � �. �° °° �O •'° l31 GRAVEL BASE .0.0 3000 P.S./. ° oo IMPERVIOUS CORE SOIL WITH AT LEAST 6 12 MAX 92 RIPRAP OUTLET APRON CEMENT CONCRETE " 309 CLA Y' AND 14 SUBGRADE COMPACTED TO 9570 a SILT CON 7FNT 118" D/, L= 5' MIN. PER ASTM D-1557 I1, sEcnoN SLOPED GRANITE CURB 1 2MDD: MAXIMUM DRY DENSITY. NO TES: o ACCEPTABLE TO ENG/N/EER. CROSS SEC TION '3'COMPACT TO TEST A VERA GE OF 929; NO TEST LESS THAN 909: 1, FOR SPECIFIC LOCA TION, SEE GRAD/NG PLANS NOT TO SCALE N SCALE. 1 " = 20 '4 'REF TO SHEETS 1 &' 2 FOR EL EVA TIONS DRAIN OUTLET AND APRON 0 10 20 40 80 DETEM70N BASIN DIKE Ln TYPICAL CROSS SECTION (CROSS SECTION NOT TO SCALE (, ,NOT TO SCALE 0 z Tdr DESIGN.• JRC • o FT ° ZH OF Mqs HANCO� L7 �:� cn o� c� Engineering Associates DRAWN.• FBF CONSTRUCT/ON DETAILS ��'o E8 j , ;�: JAMES R. G r° o C019EAU Cn %a. CIVIL.380 y DWG. 873501 PARLEE STREET EXTENSION �< ,O 9 No.3S056 A DIVISION OF H.S A., INC. 9°'`F �'STE"��r``�� 235 NEWBURY STREET, DANVERS, M7_74-7816 01923 a� sS`G5 aL ENG VOICE (978) 777-3050, FAX (978) CHECKED: RFD JOB zft R� /7-1/710/ V611660 407 a, c� 0� SCALE*AS SHOWN SALEM, MASS. NO. Ln co 8735 NO. BY APP. DATE REVISION DESCRIPTION / Civil Engineers, Land Surveyors & Envirommental Consultants DA 7E• 11/2701 PREPARED FOR.• LEDGEWDOD H/LLS REALTY 1RUST is I j{ F li I: r AWWA C-502 HYDRANT WITH ONE ' 4 1/2" OUTLET, TWO 2 1/2" OUTLETS, 5 1/4" VAL VE OPENING ' 3' M/N. CLEAR PUMPER NOZZLE TO FACE ACCESS LANE 12'-O" ac INLET, See notes 8, 9 4 MIN. 6" NON-RISING STEM FLG X M✓ AUX/LIARY 3„ M/N.� 15' MAX.. `O o SAL VE /N SAL VE BOX Sealant MAX. N Aluminum on le flan e 6" Concrete Typ r FINISH GRADE 90, 9 9 with neoprene gasket. FIRE HYDRANT ORA/N CONCRETE THRUST BLOCK - - • LOCATED /N BASE OF Z j HYDRANT W a 1'-10" 1'-9" 1'-g" FOR REGISTRY USE ONL Y A. .a. a ' / CERTIFY THA T THIS PLAN CONFORMS CONCRETE THRUST ° o o M✓ M✓ FLG FRAME & COVER • Seel note 9 TO THE RULES AND REGULATIONS OF BLOCK POURED IN .;: W v SAE LEBARON LA 246 A i. , a /� THE REGISTERS OF DEEDS W/TH 3 LETTERS SEWER Weir �`-t PLACE .-�� ., - ,.: � o " " " �a Or ice 6. 0» m UNDISTURBED °° ° o °° o 0 1L?" 1/4" TO 1/2" DA TE PROFESSIONAL LAND SURVEYOR EARTH io FINISH GRADE MIN. 4 CU. FT. Z�6` DIA. DUCTILE IRON SP00✓ X FLG TEE 1�6 Aluminum " MAX. MIN. 6" THICK BITUMINOUS swirl chamber a 2 MINUS SOLID CONCRETE PIECE, LENGTH AS REQ D. Q v d 4 CRUSHED ROCK BLOCK CONCRETE COLLAR . Q " Sea/ant Boffle Wall Flow Control Woll W Z W 2-6i. MIN. 2 COURSES OF / VIEW W =v o DIA. CONCRETE BRICKS PLAN V Il L w B — B FIRE H, YRDANT ASSEMBL Y O v ,I FOR GRADE AD✓US7h-FN7S TYPICAL CROSS SECTION COMPACT STRUCTURE BACKFILL 48 /.D. TO 959' PER ASTM D-1557 NO T TO SCALE 0 o Z Rim elevations to 7. Q Z 4,000 P.S•I, PRECAST Concrete reinforced match finished grade I o W CONCRETE CONFORMING WITH for HS20-44 loading - - — f d ; ASTM C-478, REINFORCING Risers by others O O PER ASTM A-185 '• P i) O ALL JO/NT BETWEEN SEC770NS, GRADE RINGS, AND CASTINGS SHALL BE SEALED Top and sides h WATERTIGHT ALL LIFT HOLES B sealed to voult B S ALL BE GROUTS N H I +. 7 D D THE AND . .7 Z Q _ TS/DE W/TH NON-SHRINK GROUT Bufy/ Weir Weir W W r'j114 GROUT AROUND PIPES W/TH rubber and 4 o o /FT. NON-SHRINK GROUT TO 7 -O" sea%n Orifice 1 " SPR/NGLINE or - Plate NO TE: v N 6" MAX. „ THRUST 8 -3 INLET In vert Orifice FOR TEE PROVIDE US p M/N : •4 Typ OUTLET Invert BLOCK/NG FOR BRANCH SIZE. ,;''�•` RESILIENT CONNECTORS PER ASTM C 923J1_ on„ MORTARED BRICK 6" DEPTH OF 2" MINUS CRUSHED STONE TYP Typ TyP TABLE & INVERT PLUG , ' •::::;:.: MIN. 0.2 DROP B/3 M . A 3/4" EXTERIOR PL Y. 12" THROUGH MANHOLE UNDISTURBED SOIL OR SQUARE MIN. 12" & SUBGRADE COM, . ' ' ' PACTED TO 959' .. :. .. . : . :. UND/S7ZIRBED EARTH SMALLER. (MUST BE GREATER PER ASTM D-1557 opaoo�opoQo�op oQo�opoQo�opoao�opoQo�op000�000ao•�000Qo�o�000�00000 0o THAN OR EQUAL TO PIPE MBE7 QUEEN BARB/ER `;f )AMETER.) SEWER MANHOLE Minimum 6WEEN PIPE & CON '� .��. composted .SECTION ,4 -- A TYPICAL CROSS SECTION _.� r... NOT TO SCALE grovel 4 • A NOTES. TE£ PLUGGED BEND 1. Stormwater Treatment System (SWTS) shall have: TEE Peak treatment capacity: 6.0 cfs DIMENSION FOR THRUST BLOCKING Sediment storage: 2.5 cu yd FITTING TEES & PLUGS' 90' BENDS 45• BENDS & "Y's" 22 112 BENDS Sediment chamber did: 6' min SIZES A B A B A B A B 2'. SWTS shall be contained in one rectcngular structure 4" 1'-6" 1-6" 1-6" 1'-9" 1'-3" O-6" 1'-0" O'6" 3. SWTS shall remove 809' of annual TSS loading 4'. SWTS shall retain flootables and trapped sediment up to and 6" 2'0" 1'0" 2'-O" 2'0" 1'3" )'6" 1'-0" 1'-5" including peak treatment capacity 8" 2=O" 1=6" 2=J" 2'-3" 1'-8" 1'-8" 1=0" 1'-3" 5. SWTS inverts in and out shall be at the some elevation 10" 2"6" 2=3" 2=9" 2=10" 2'-3" 1'-10" 1'-3" 2'-0" 6. SWTS shall not be compromised by effects of downstream tai/water 12" 3'o" 2'9"' X-6" 3'-3" 2'-6" 2-4 2-O" 1-6" 7. SWTS shall hove no internal components that obstruct maintenance access 14" J-5- 3'-0"' 1 4=O- 3'-8" 3'-6" 2-4- 1 2=O- 2=J" 8. Inlet pipe must be perpendicular to the structure 9. Pipe orientation may vary; see site plan for size and location 1. THIS TABLE IS BASED ON 200 P.S. MAIN PRESSURE AND 2000 P.S.F. SOIL 1'0. Purchaser shall not be responsible for assembly of unit BEAR/NG PRESSURE. ADJUST BEAR/NG AREAS IN ACCORDANCE WITH SOIL Q 1' 1. Manhole frames and perforated covers supplied with system, not installed CONDITIONS AND PRESSURES ENCOUNTERED. 12. Purchaser to prepare excavation and provide lifting equipment 2. USE 14SOUEEN BARRIER BETWEEN PIPE AND CONCRETE AS SHOWN IN DETAIL ABOVE. 13. Contact Vortechnics ® (207) 878-3662 Ext. 123 for ordering information 3. CONCRETE SHALL HA VE A COMPRESSIVE STRENGTH OF 2500 PS/ A T 28 DA YS i 4. BLOCK/NG SIZE/FREQUENCY SHALL BE INCREASED IF REQUIRED BY ENGINEER. i i U THRUST BLOCK SCHEDULE CD NOT TO SCALE SCALE.• 1 " = 20' 0 10 20 40 80 STORMWA TER TREATMENT SYSTEM VOR TECHS MODEL 4000 OR APPROVED EQUAL) M NO T TO SCALE CD- OF DESIGN.• ✓RC HANCO%.,.K mJA^ASR. �.^ �', DRAWN.• FBF CONSTRUCT/ON D SHEET .o �' ETA/LS AU , � � Engineering associates 8 of 8 �., INC. f /4 STREET EX TENS/ON NO.35056 DWG. 8735D1 9 � 90ir� �C'�STEPA DIVISION OF KS��C�L �' ss�°vas tau 235 NEWBURY STREET, DANVERS, MA. 01923 CHECKED: RFD IJOB 0 TRc Rf0 /21/710/ 4EV15E0 Wr C i 0f-Ja VOICE (978) 777-3050, FAX (978) 774-7816 Ln SCALE: AS SHOWN NO.SALEM MA SS. JnG kIFO ///L9t'U/ F'•�, S�Jt�t/SStort/ � (� NO. BY APP. DATE REVISION DESCRIPTION Civil Engineers, Land Surveyors & Environmental Consultants PREPARED FOR: LEDGEWOOD HILLS REALTY TRUST 8735 DA TE.• 11/27/01 I . o C � L� ZF LEGEND EXIS TING PROPOSED WATER SERVICE FARLE F STR25ET 2FXTL. N510N FOR REGIS TRY USE ONL Y R _� •n •= FORCE MAIN m ■FM= l CERTIFY THAT THIS PLAN CONFORMS TO THE RULES AND REGULA TIONS OF SEWER LINE AND MANHOLE �SS�S�H THE REGISTERS OF DEEDS. SIZE MA TERIAL & FL OW DIRECTION DRA/NLINE WITH PIPE SIZE, MA TERIAL DMH & FLOW DIRECTION, CATCh BASIN SSD MANHOLE & ROUND CA BASIN SALEM MASSACHUSE7TS . ROOF DRAIN AND DOWNSPOUT OUT RDS DA TE PROFESSIONAL LAND SURVEYOR PERFORA TED UNDERDRAIN — — —UD— — — FOUNDA TION DRAIN FD WATER MA IN AND VALVE w —104— NA TUBAL GAS LINE AND V•4L VE G PROPERTY LINE EASEMENT LINE TOWN LINE — MA TCH LINE — — FIRE H YDRAN Tr CONNECTION UNKNOWN LIGA TURE TO INDICA 7F CON RNUOUS OWNERSHIP ACROSS LINES BEARING & DISTANCE ALONG BOUNDARY 55.36' N120 46 23 E -A TOTALED BOUNDARY FRONTAGE « 249.56' >> `' E?S� 0 n"e servos M �'' Sv'C� �.�� L 11 TOTALED INDEX #' ELEVA TION BENCH MARK r Brook �% • L 1 N • P�' > FLYNN- S - BA • D S BARBED WIRE X too 9 w°''' �o J �^ 9 a 1 FI TLE SHEET, LOCUS MAP, STONE WALL S �F , r �° Ono LEGEND INDEX a TER ^ y r �► CHAIN LINK FENCE W1 TH HEIGHT _0 6' CLF E t',E�a-D (� 3C� C J\,� v� �o �2 ',-J> o r a I WOOD FENCE WITH HEIGHT 5 WF Q j a - _.- EDGE OF LAWN ,,, ,,,- v ✓�, ;� ��o � S O�AL�gDjB �' .e` �=� 2 al T� UTILI TY, GRADING PLAN ' P / 01 0C �` RD. ;DIBIASE IRC4,, �� 00'� P i 1tN HEN EDGE OF GRAVEL OR DIRT ROAD �� N �� V'S rQ"P' r �ov �V pOR�� S RD r' ST; TYPICA L ROA D WA Y CROSS SEC TION �' EDGE OF PA VE1lENT ```9 �� ST. ` �� 0�S J3� o ` :4✓ --._. ._ _ ir �' P N �� O 2� G ST. T IERU; I'R VGC v 41, �Q�_moi' y u 9� .�;' 0414 }SUMM� BE o, ____ -- --- CURB (see abbreviations) o,. O < OW �� E Q - -- �t PATH OR TRAIL Y=t, 4��F - O`F , �• RIOGEFIELD%-� S � 3 u COT1 ✓ �L�1 N OF LOTS M` q F�O n R0. Cf) z _ SPOT ELEVA 7701✓ EE rac S<'P L�<q^4� rI CAU Str 0 N e10 r - -92 ELEVA TION CONTOUR �2� V >; � Uj 4� Q q AR / `� H Com- 4 ;SOA D WA Y PROFILE a \ N/ NSO -- INTERMITTENT STREAM, DRAINAGE DITCH, / J` 3Q 4, } `� c / - - OR EDGE OF SEASONAL PONDING AREA 5 6� /, PLAN DETAILS -_:-_- SHORE LINE (see abbreviations) 2r Cl) p -- MEAN HIGH WA TER o V,P MEAN LOW WATERQ7 ^ 0/ P t + L lMl T OF BORDERING VEGETA TED WE 7L AND 4 ��' T,�' Q y � 1 0: o (WITH FLAG NUMBER) RRO ,�Iu� 0 ORA EDGE OF WOODS OR BRUSH (DRIP LIAVE) aG cc RST�I � o Lq. 6 _j PROMINENT DECIDUOUS TREE a 26.8 J>v WITH ELEVATION; SIZE AND SPECIES 12"M .� v� yr �� r Q� PROMINENT DECIDUOUS ?REE 26.8 � � 5PN COTTAGE Wl TY, ELEVA T7ON, SIZE AND SPECIES 18"P V c o lem I `P BAST. o ~ �"RD• His �lol. 3 'cc��v ROCK OUTCROP (LEDGE) School ": LIMIT OF COASTAL BANK O o L lMl T OF INNER RIPARIA N ZONE /RZ LIMIT OF OUTER RIPARIAN 2'0NE ORZ I �'a LIMIT OF WETLAND REPLICA i70N AREA • O 0:,*"\ LIMIT OF 100-FOOT WETLAND BUFFER ZONE Cl LIMIT OF 100- YEAR FLOODPLAIN L IMI T OF 10-YEAR FL OODPL AIN * LIMIT OF CONSERVANCY DISTRICT WA TERSHED PROTEC77ON DISTRICT, OR "INLAND FLOODPLAIN" SIL T FENCE LOCUS MAP a HA YBALES CD SURFACE RUNOFF DIREC770PI SCALE- 1" 1000' cn Q — WA TERCOURSE FLOW fZ Z PIPE FLOW 0 1000 2000 4000 Q Q 35.2 TFST PI T WI TH ELEVA TION w w P T6 PERCOLA 77ON TEST z LLJ S P 2 SOIL PROBE Y CD O S B 3 SOIL BORING Q G G M 5 GROUND WA TER MONITORING WELL STONE RETAINING WALL Cu 0 � RETAINING WALL ^ Ln Ln m BUILDING LIGHT STEPS & OVERHANG - - - - 0 ao c CITY OF SALEM PLANNING BOARD DESIGN: IRC jyj HANCOCK r F DEF/N/T/VE SUBD/V/S/ON PLAN OF SHEET Ln �� cy •� JAMES R.CIVIL � DRA W1V.' 1 COMEAu Engineering Associates — TENSION of 8 U) 0y PARLEE STREET EX 4 ✓RC RFD 6/7/02 HYBRID TURNAROUND A No.38 a A DIVISION OF H.S.A., INC. DWG. 8735T 3 JRC RFD 6/4/02 REVISED TURNAROUND & PUMP' LAYOUT 90 9FQisTeP`` a`°�`� 235 NEWBURY STREET, DANVERS, MA. 01923 CHECKED. RFD SA L EM MA SS. roe CY) FFSS10NAlE�G\ VOICE (978) 777-3050, FAX (978) 774-7816 1 No. CD 2 IRC RFD i 12/17/01 REVISED L O T GRADING Ln 1 1//?C RFD 11/29/01 P.B. SUBMISSION SCALE. <IS SHOWNPREPARED FOR: LEDGEW000 HILLS REALTY TRUST 8735 UD NO. BY APP. DA TE REVISION DESCRIPTION NO. Engineers, Land Surveyors & Environmental Consultants DA TE. 11/27/01 �4 1 0 I TYPE 1-2 BITUMINOUS CONCRETE, I 2" BINDER, 1" TOP COURSE SLOPED GRANITE CURB ELEVATION BENCH MARKS I 1-1/2MHD TYPE l-1 B/T. CONC. TOP COURSE- 3" MHO TYPE l-1 BIT. CONC. BINDER COURSE'- {� DATUM: CITY OF SALEM BASE I VARIABLE W?DTH RIGHT OF WAY (40' MIN) N0. DESCRIPTION ELEV. I 12' 12X � � 3' S\ 1 . SQUARE CUT SET IN CURB 124.67 I (TYP.) (TYP. J� 2. D.H. SET IN LEDGE OUTCROP 107.01 ( � �PJr• �� -- S = 1.5q S = 27-3% S 6" LOAM & �?� o I �. .: ..Q. . .:.4. :':. . `.:: . ....C;. SEED (TYP) FOR REGIS TRY USE ONLY BARTLETT & STEADMAN i I I I a:.. •. •- Q. . ...: d ; DE VEL OPMEN T CORP. I I ° COMPACTED I CERTIFY THA T THIS PLAN CONFORMS . .. .. .O.:. .. :. O TO THE RULES AND REGULA TIONS OF L.C.C. 856 -J I I PROCESSED THE REGISTERS OF DEEDS. i I I I GRAVEL BASE PER MHO M2.01.7 - 3" COMPA C TED UNDISTURBED OR DA TE PROFESSIONAL LAND SURVEYOR / I N I 1 N I PROCESSED Z COMPACTED SUBGRADE 1 - GRAVEL BASE PROPOSED ACCESS EASEMENT i l PER MHO MZ 01.7 `� ``� BURIED ELECTRIC, TELEPHONE & LEDGE-WOOD HILLS REAL TY TRUST I 1 o N/ CA TV (TYP.) N� /f 12 COMPACTED BANK 9 L.C.C. 856 -J , I o r RUN GRAVEL BASE o 0 6' PER MHO M,!03.0, TYPE b, NO TES: 85 LOT 97E -oLO� 97C & D I I I %� �� L.C.C. 856 -L 3 LARGEST STONE 1 ROADWAY CONSTRUCTION SHALL CONFORM TO L Ci n�AREA'=16, 798 S.F.f I I n `D // / / A 16 I �r %/ / Cl TY OF SALEM DPW SPECIFICA TIONS PROPOSED 12' WIDE C.L.F. GATE I I ^, J, // �2� REMOVE LEDG - IF ENCOUNTERED, 12" IN. WFA 15 // ✓r/ BELOW GRAVEL BASE. PROPOSED DOUBLE GRA TE CB WFA 17 �o / /� /% ' RIM=1076 /N V.-101.80 �_ - I � �-_ .- �� , 10 �3j IF THE 10 M/N�IMUM LATERAL SEPARA TION BETWEEN l SANT TAR Y SEWER AND WA TER MAINS CANNO T BE 4 3 MIN. MAINTAINED THEN THE WA TER MUST BE A MINIMUM PROPOSED GRAIN MANHOLE A 12 A 13 `,�' , 107 108 l r l l l 1, ` J OF 18" ABO VE THE SEWER. IF NEI THER SEPARA TION RIM=106.2 INV.=100.8 _- -- / 101 18 HARRY & 109 110 CAN BE MAINTAINED THEN BOTH PIPES SHALL BE 96 I WFA1 I 2 �o� BARNA RA LAZA RIDES 111 11 l // FITTED WITHIN A P. V.C. SLEEVE, EXTENDING 10' 1 1 _ 113 / � ✓ / 1125.2 FORCE MAIN ETHER SIDE O)F THE CROSSING. PROPOSED DE TEN TION POND SEDIMENT FOREBA Y j: ! - \\ -+ _ r0 3 }0 1 115 r 1 WA TER L.C.C. 856 -L , WFA10 / i _ p�5 101 PROPOSED TRANSFORMER PAD 9�.2 / x �1, 107 TYP/CAL ROADWAY Cf�OSSECTI'ON i SCALE. 1"=5' HORIZONTAL tK ,o� � � R & C 1�, 1' VE PROP. FL USH/NG CON/NEC TION A 9 / ' - 't _ i _ Z 4 = R 'CAL + ' S 0 _EXTEND EXI�'T. REAL T Y TRUST PROPOSED RETAINING WALLS g 100 10 , G / PROPOSED _ - _ DRAIN WITH / '''' � G RONALD A. JAMES, TR. QL 104.43 I .._ - / FF� �I 1�4 ' I L.C.C. 856 9 O DWELLIAIG 4 PVC- SCH-40 _ BARTLETT & STEADMAIV 402 os.sso ..- �� 1 / FF EL.= 119.9' _ fNV. OUT= DE VEL OPMEN T CORP. / i _ / �' J'rY>� A PROP 8" TEE L.C.C. 856 --J / * 18 RCP 06 108 -t _ f� - i _ / i \ /,?//V=125.3 O� CLASS� 1 PROP.-HYDRANT PROPOSED WFA 7 i + : 100.5 R' �� / 6' CLDt= CLASS�2 �; �' 12 ENVIRONMENT-0'/ = 120.8 1zs.o / PROPOSED DETENTION POND ''�' G 52 2 0, ��` �• " ,� l ! PUMP CHAMBER Q' 1 P 8x8 x6 `7FE `�� p ,\O j 1 YP. 125.34 PROP. 6 HIGH CHAIN WFA6 1 R _ l_ - l_ 1567 ) / 10 i � � �o.ofl- , � . � o J LINK FENCE (TYP.) --- � V FROP. lT CD SlD L GENERAL NO TES: ---- i PROPOSED 12' WIDE C.L F. GA i'E- �,5 /O°�° P�' 0' V r oU CROP ��A -7Z _ l \�- - 5 --` SEE SHEET 6 OF 8 PROPOSED DRAINAGE EASEMENT �' G1; - STC " � � � / PROPOS D , ,� � � � X23. PROPOSED 2-8 PVC, 100 - 1� 5 G SLOPED '� ; : , "� =i 8" CLDI - CLASS 52 S=2.07. \ / W = 1 00 I �,W _ yQ '��-�TEir ASSESSORS: 10� O �� , - '`2+QO v - - �. THRUST BLOCK �. INV. (IN)=101.0, S _ r % _A Pa IVATE. INNS UC TED- 4 Wl E -� �� 23 - 125.30 (TYP.) MAP 14 LOTS 48,50,52 INV. (OUT)=100.5 p3 / /l0 f T _ �� > , _ 24. - 3Pt SDR-21 -- -_ 124. 1 /NV 72. ,. /�/►/ QL/ j •' O ro �-- / ' .- - - P ZONING. R1 - RESIDENTIAL (ONE FA MIL Y) PROP. 8 ,� F� ►� _ Ei v i 1, �� 82 U, �: ' 0 ..5 - �lNV=119.8 SPLASH PADS 1 I 124..64 124.18 M/N. LOT Sl,'ZE 07 ! r. �. i - t � � w 11B O i o� #1 /?/M=124.8 15,000 S.F. A3 5060' % j" 0:.00' 00 INV.-121. ' 100' �� MIN L 0 T W11D TH � 1 i 50.QO' I. fi' Q 0 02 118 v � 1" CORPORA TION (TYP.) 1 \ MAX. BLDG. LOT COVERAGE 309 a i _ 11 h o MIN. FRONT YARD ' / 15 '®121. 5 MIN SIDE WARD ' 10 0�` �' INM=121.2 V.=120.2 S: MIN. REAR YARD 30 T 3 ( /2 STOR/E ) � � / � } � �� ^ / PROPOSED I � MAX BLDG HEIGHT 5' 2 1 S PROPOSED P1,'OPOSED __ - i .- ___DWELLING \ I \� \ � REFERENCES: �f'R�OSED DETENTION POND DWELLING DOUBLE GRATE B / / - F.F. EL. 124.5' DEED BOOK 7020 PAGE 640 ,OUTLET' STRUCTURE / , 105 Fi.'F. L. Y/3.5 RIMS 105.6 /NV,__- 102..3 / \ J \ R. E 104. INV.=101.o ,' _ _ , , , JOHN T. & L.C.C. 856 L /moi- PROPO,SEIf L.C.C. 73288 _` ��., �� 106 10 / i DWELLING - 'o_ \ \ LINDA TURNER F.F./EL. 124.5' �� t C.C. 855 -G � RECORD OWNER. �. '� T 98 / i AR. El,,.''111.5' `� 123 122 �� C. P\ I / ,� o, GEORGE A. 124 LEDGEWOOD HILLS REAL TY TRUST 105.02 _ - I ' \ AR�A=756 / / Q) KARAKOUDOS \ LOT 98 E ' l P.O. BOX 780 5�, f / _� r / . O J .�/ / ; �' o L.C.� X56 -L \ \ AREA=6,659�S F.f �`,,'`� / NO�Ec. L YNNF/ELD, MA 01940 1 ' _ ____ _ PROJECT SOURCE BENCHMARK IS BASED ON THE R/M OF A NICHOLAS & ETHEL ALANTZAS PETER J. GEORGItAKIS , \ \ i �. , Q 1) / l 6' SEWER MANHOLE AT THE INTERSECTION OF VALLEY RD. & C:) QLr) .C.C. 856 H / L:C.C/ 856 -� j �I `�---------'/ _ �' \ 94.3 ' I� s O PARLEE ST AS SHOWN' ON PREPOSED SITE PLAN ' ' / I / / \ N / , 9 BY' PARSON & FAIA INC. APRIL 04, 2001 Cr O // / / / i,! LOT 98 / � '�' �. l l ' �� s 2) WETLAND RESOURCE AREAS WERE DELINEATED BY HANCOCK LLJ PROPOSED STORMWA TER / Z INF TR�1 TORS TO % / / / / i / % _ G/ � - i - \ \ ( � l � ' ��16 ENVIORMENTAL SERVICES INC. ON JANUARY 03, 2001. FLAGS / / AR�A,5,59�5F. A APE 'T f7EAL Y �(ORp.lWERE LOCATED BY INSTRUMENT SURVEY ON AUGUST 02, 2001. TO RECE/VE HALF i / / / / �42r w OF ROOF RUNOFF TYP L C.C. 56 G /r I I J � 2 Y (SIZE TO BE DETE MI ED / /; / ,' , % / / / / / `� \ \ / //� \� � 3) UNDERGROUND U TIL l T/ES SHOWN HEREON ARE COMPILED CD \ /// FROM FIELD L OCA TIONS OF STRUCTURES AND FROM THROUGH SOIL TESTING) A VAILABLE RECORD /NFORMA TION ON FILE A T THE CI TY / \ / OFFICES, CI TY D.P. W. MASS HIGHWA Y DEPT. ENGINEER/NG 0 100' WETLAMID BUFFER .° /� / /; /j / j / `/ 52 \ \ � �j� AND UTILITY COMPANIES. OTHER UNDERGROUND UTILITIES �' ��`� / �'� / / - i� } 59'j / PEER BEA TON MA Y EXIST. l T SHALL BE THE RESPONSIBILITY OF CD O ^ i �j / 8 / \\� \ \ /�/� THE CON TRACTOR TO l/ERIFY THE L OCA TION, // / L.C.C. 856 -G SIZE & ELEVA TION OF ALL U TlLI ES Wl THIN o,'' 2 ' j // / , '/ 1 S/TF PLAN \��\ �� \ /i'�� THE AREA OF PROPOSED WORK AND TO CON TA C T o �o/ / / / \\ �/ / "DIG-SAFE" A T 1-888-344-7233 A T LEAST 72 HOURS .� / / / ,CD Irl SCALE.• 1 = 20 \\��j PR/OR TO AN Y EXCA VA TION, DEMOL/TION OR CONS TRUC TION. i 0 10 20 40 80 / 4) ALL DRAIN LINES SHALL BE 12" RCP, CLASS V, UNLESS OTHERWISE INDICA TED. L CITY OF SALEM PLANNING BOARD Ln DES/GN. JRC COCK DEF/N/T/VE SUBD/V/S/ON SHEET DRA WN: FBF co 5 JRC RFD 6/19/02 DETENTION POND FENCE jH OF 414 Engineering Associates 97 . OU/ G?ADINGPL,4NANDIVADW,4YC�9O5'SEC 2 OF 8 o�� A DIVISION OF H.S.A., IiNC. DWG. 8735SP5 PARLEE STREET EX TENSION 4 JRC RFD 6/7/02 HYBRID TURNAROUND JAMES R. ,_ , 3 JRC RFD 6/4/02 REVISED TURNAROUND & PUMP ,LA YOU o coMEAu CHECKED: RFD clvl► 235 IC N 978) 7 STREET, D FAX (97, )MA. 01923 SALEM MASS. JOB VOICE (978) 777-3050, FAX 978 774-7816 2 JRC RFD 12/17/01 REVISED L 0 T GRADING �09 9-o.3805P NO. �n oc ciSTS , SCA AS SHOWN 1 JRC RFD 11/29/01 P.B. SUBMISSION +A00 � t PREPARED FOR: LEDGEWOOD HILLS REALTY TRUST 87J5 NO. BY APP. DA TE REVISION DESCRIPTION Civil Engineers, Land Surveyors & Environmental Consultants DATLC.. 11/27/01 i - { NOTES: 1) FOR WETLAND LOCATION SEE SHEET 2 OF 8. ASSESSORS: 2) LOTS SHOWN HEREON ARE EXISTING LOTS AS SHOWN MAP 14: ON LCC 856 L. SEE REFERENCES FOR TITLE INFORMATION. LOTS 37,39,48,50 & 52 (LEDGEWOOD HILLS REALTY TRUST)LOT 36 (MICHAEL & MARY BULYGA) ZONING: R1 - RESIDENTIAL (ONE FAMILY) REFERENCES: LC CERT. #73288 (LEDGEWOOD HILLS REALTY TRUST) LC CERT.#73967 1 LCC 856 L OWNERS OF RECORD: LEDGEWOOD HILLS REALTY TRUST PAUL DIBIASE, TRUSTEE BARTLETT & ST'EADMAN DEVELOPMENT CORP. c FOR REGISTRY USE ONLY LCC 856 J c• ' CER TIF Y THA T D CONFORMS TO THE RULES ANDREGULA TIONS OF THE REGISTERS OF DEEDS. DHCB (FD) SIV`09,20" w 60 00P(Tf E rod rn N L0 i DA TE PROFESSIONAL LAND SURVEYOR / WD -C) CL4 "v� N-' � N ° o .m 1 rn ``' Q(0 Z o CTR.CB m O a,l � 'J co � FD LEDGEWOOD H I LLS j N � ( � REALTY TRUST o°'°�� LOT 97 D cd LOT 97 C N = W Q LOT 97 A ° 441 BOK N) PAUL DIBIASE, TRUSTEE LCC 856 LLCC 856 L m LCC 856 L LCC 856 J "' 7,354 S.F.f '0 N 9,444 S.F.t 13,624 S.F.f a R & C � M �' m ° REALTY TRUST Oo o RONALD A. JAMES, TR. °' °' 0 LCC 856 9 BARTLETT & STEADMAN LEDGEWOOD V .41/ DEVELOPMENT CORP. d HILLS REALTY ni=78.58'19" 4=° O LCC 856 JTRUST o o � FOUNDATION R=14.00 , N 30-45'40" E 1°'6 PAULDIBIE, REMAINS L=19.30 i5-00'-7j1(n Q LCC 856 L LOT 97E , �'�°; 9,520 fS.F. LO v No _ I 1 m O �� .� � i I_ _ o i - 33.70' - •- / 51.30' - Q 18414• S�` _ 150.90, 5 .00 50.00) 50.00 50.00 _0 Tp �� 118.54 ROADWAI� 32.36 : 25.00 `25.00 N 30'45 40 L 435.90 ° o F<< S �I� r �i EASEMENT ADIUS3 `—ROADWAY ^ = 386 ±S.F. PARL E PO Tic o E SEMENT (PRIVATE - 40' WIDE) EXISTING NOF � �81 4,5-(0 '0 �40" E / ROADWAY � (UNCONSTRUCTED IN THIS AREA) STREET PAVEMENT N i �n�f (A.K.A. (MIDDLE STREET) �, / EASEMENT--i N 0) 25.00 Z 6718' °o LEDGEWOOD HILLS N. L S 30'45'40" W 398 tS.F. Z 478.73 Pq R REALTY TRUST r 4G 83.00' 4,' �'� 35.73' 1 50.00' - 50.00' 50.00' �` 90.00' -j 120.00' / �``� L%�`�•5�2° PAUL DIBIASE, TRUSTEE /. �� p�oq, << 118.73' >> ` I S Tp�ag LCC 856 J °�,° ` NN- DRAINAGE fj" , 3300 L,1 T 2,625 ±S.F. 6. w REE EASEMENT ,�� a-98•30 0 �3 �^� w cn LOT 98 E + JOHN T. & s X39 2�„ LOT 98 I Y , oN , �, LCC 856 L �c � LINDA M. TURNER LCC 856 L Q Q b y 6,658 S.F.f C Lo LO 5 �0 7,446 S.F.t J w W � w• N LCC 856 G _ w x 0 o I � p op N o 0000 •- ` U LO a U O N Y LO 0000 .. O LIJ 00 - 00 O M � rh1 �U -'4. '0(0 000 1— U (' QJ Z 1 ` s6� L u) LOT 98 G N ' �p2S02jy `n Z LCC 856 L 13�6� W o<V ss- ty w 5,589 S.F.f ANAPERT REALTY CORP. LCC 856 G pyo � �F s y q PETER BEATON !�- �� LCC 856 G G , '9s �ti DHSB(FD) cn r cuCD OD O CU SCALE: > " = 30' Q m °o DHSB(FD) 0 15 30 60 120 CITY OF SALEM PLANNING BOARD DESIGN: ✓RC C' COCK DEFINITIVE SUBDIVISION PLAN SHEET C - ORA WN.• ✓MS LO �� wwk- E Engineering Associates Owc. 8735EA PAfILEE S EX TENSION C. 3 OF 8 co 4 ✓RC RFD 6/7/02 HYBRID TURNAROUND � ,��• A DIVISION OF H.S.A., INC. No.38�ta CHECKED: WC✓ 3 ,/RC RFD 6/4/02 REVISED TURNAROUND & PUMP LA POUT 235 NEWBURY STREET, DANVERS, MA. 01923 JOB CQ ,� VOICE (978) 777-3050, FAX (978) 774-7816 SALEM, MASS. No. 2 ✓RC RFD 12/17/01 REl/ISED LOT GRADING �_ �A �•t� s SCALE- 1" = 30' 1 ✓RC RFD 11/29/01 P.B. SUBMISSION PREPARED FOR: LEDGEWOOD HILLS REALTY TRUST 8735 00 Civil Engineers, Land Surveyors & Environmental Consultants DA TE.• 11127101 NO. BY APP. DA TE REVISION DESCRIPTION r. . 1451 145 h N i e W Q O 135 i O 135 ' FOR REGISTRY USE ONL Y O W / CER 77FY THA T THIS PLAN CONFORMS TO THE RULES AND REGULA TIONS OF Q THE REG/STFRS OF DEEDS DATE PROFESSIONAL LAND SURVEYOR ixIS77NG LT EX R/OR R.0.W. LINE 125 — — _ 125 Il ROPOSED � G ADE s •r I �KE :• EX 77NG RT. EX7F IOR R.O.W. LIN ,FM'I I PROPOSED �p GRADE • I I EX 115 � GRADE www115 ��-- I ' S �� •• r _. I i 115 — EXISTING RT. EXTERIOR LINE N IEX/ 77NG GRADE �. r• •'• •� I — EXlS77NG L T EX1FR/OR LINE LU II p�pl / �r• I r•'•r• PROP. DETEIV pN POND , / r,10 • r•r 00 .� ' � 105 10.5 •r S, R I I I •• g' PSC I - ofoof Q ^• o h � � Ih^o i Q� �zZ 9S � o 95 L! WEQLW I O O W N cQ N op to ^ O 00 '�� ^ O r°j N N 'q: ^ coh ►� � ooh oil O nl � �1O � � h � qjp Nnj N N 00 O LU a U co 3+7265 3+50 3+00 3+11.00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50 -1+00 a C MAL ONE DRIVE CE w LU Z LO 'PARLEE STREET" PRORLE U e CD Y VERTICAL U SCA LD 1 "—4' 0 0 4 8 16 0 Cu HORIZONTAL SCALE.•1 "=20 M ' 0 10 20 40 80 m • r. CITY OF SALEM PLANNING BOARD DES/GN: ✓RC Ln CODEFINITIVE SUBDIVISION SHEET OF DRAWN: FBF , ��" � Engineering Associates ROAD WAY PROF/LE 4 OF 8 JAMES' yc'r 4 ✓RC RFD 6/7/02 HYBRID TURNAROUND COMEAU DWG. 8735P ai CIVIL A DIVISION OF H.S.A. INC PARLEE STREET EXTENSION No.38056 a CHECKED. RFD JOB 3 IRC RFD 6/4/02 REt9SED TURNAROUND & PUMP' LAYOUT .0 9 ,�o �, 235 NEWBURY STREET, DANVfERS, MA. 01923 } 2 ✓RC RFD 12/17/01 REl9SE0 LOT GRAD/NG °.�sS o�A`�a�� VOICE (978) 777-3050, FAX (978) 774-7816 , SCALE: AS SHOWN SALEM MA SS NO. Ln 1 ✓RC RFD 11/29/01 P.B. SUBMISSION 8735 co NO, BY APP. DATE REWS/ON DESCRIP77ON Civil Engineers, Land Surveyors & Environmental Consultants DA TE. 11/27/01 PREPARED FOR. LEDGEWOOD HILLS REALTY 7RUST i R 4 s FOR REGISTRY USE ONLY l CER77FY THA T THIS PLAN CONFORMS TO 77-IE RULES AND REGULA TIONS OF ' 7HE REG/S;rERS OF DEEDS. i a I DA 7F PROFESSIONAL LAND SURVEYOR 2010 TYPICAL PLASTIC PLASTIC LATERAL INSTALLATION SDR 7 aR U 'HDPE PIPE LATERAL ASSEMBLY COMPRESSION UD ASSEMBLY WITH OPL.YPROPYLENE GON HEAD PLUG 1—1/2 ff WATER TIGHT LID, FRP SDR 7 OR.. 11 HDPE PiPi SOR 11 POLYETHYLENE PIPE FITTING WITH PADLOCK (STANDARD) STRAIN RELIEF CORD CONNECTOR ARCH PATTERN - - COMPRESSION PROTECTIVE CABLE SHROUD FITTING / (FRP) A CLRB Box FIELD JOINT, REQUIRED POWER ALARM CABLE P +iAuay FOR MODELS TALLER / A"smE TO DISCor�CT THAN 2010 — 93 12-6 W/GND. CURB Box SM*N PANU. Aca ssm ' eo FrrTM Essar eco ,on ELECTRICAL QUICK DISCONNECT CovPln+c r Ell 4•) EXTENSION TYPE CURB'SOX WITH ARCH PATTERN BASE 111 MATERIAL: POLYPROPYLENE (EQD) TO VAIN GRAVITY trier j _ _ INTERNAL WELL VENT CORE CONTROL COMPARTMENT 2.0" DIA. • ' ` �•~ w GASKET :�j�'•'- %:i'•'•' AVAILABLE LENGTHS..........18-24' 40-60' SDR 11 PEP SPLIT RING BREATHER '• POLYET1iYLt7rE PIPE 24-30' 46'-66' INLET, GROMMET A CURB STOP. CHECK VALVE 30-36• 52-72• ASSEMBLY 30-48' 52-84• FULLY SEATED TO ACCEPT AND O.D. - ' POSITION QUICK DISCONNECT ASSY. PVC PIPE (STANDARD). - - - p- - A - •- - r - � 34-54' O (304 S.S.) DUST COVER SUPPLIED ° r FOR SHIPMENT (NOT - / SS CAST BALL VALVE SUITABLE FOR BURIAL) - °' ' .- - - - - B00)Y DISCHARGE .e - - •� - - �- D- - - D tr COMPRESSION ADAPTER FITTING `J 1 1/4" FNPT 35 in _es - _ - - _ _ MATERIAL: POLYPROPYLENE 898 mm ALARM THRUST RING 1-1/4" DISCHARGE LINE TO INLET ° •- _ ° - - - 1_1/2• COMPRESSION AOAPTER FITTt (304 S.S.) " _ _ -, •_'_' _ - ° SDR 7 OR 11 MATERIAL: POLYPROPYLENE CHECK VALVE 25 in - —� - r (BYDPE PIPE OTHERS) I 1-1/4 MPT INSTALLATION STEPS 41 in ON 650 mm 1040 mm (PVC) T COMPRESSION NUT 18 in 17991 TO DISCHARGE ° ° OFF 447 mm MODEL 2010 SHOWN __ _ 1- Cut pipe square. 32 �`!j; 2- Make sure pipe is round, not flattened. ANTI—SIPHON VALVE 121 L CURgal. CURB Box STYLE _ lIp Clean off any dirt so that the surface is smooth _ __ __ 3- Insert pipe through compression nut. Position split (PVC) ring on the .end of pipe with the tapered end INSTIALL ALL UNDER GROUND PIPING PE toward the compression nut. 14 in 1-11/2' SOR 7 OR 11 345 mm ASTM D 2321-89 POLYETHYLENE PIPE 4- Slide com.pression nut over split ring and align PVC ADAPTER/COVPLING 30 DIA in AAA15T cxrIISlart ON CiRs BOX (SUPPLIED BY OTHERS) it with the threads on the body. 749 mm 91 dal• VATIH Oa;�L�� " INSTALL GRINDER PUMP STATION PER COMPRESSION ADAPTER CHECK VALVE 5Insert GRINDER PUMP INSTALLATION INSTRUCT I( FITTING, MAST'L: P-PP MATERIAL: GLASS FILLED PVC - pipe into the body of the fitting until firmly seated. PLACE CUM eox OVER 6- Tighten compression nut securely ,to the fitting body. • SEMI—POSITIVE DISPLACEMENT TYPE PUMPI CUR9 Box BASE e - INCLUDED IN LATERAL KIT VALVE CURB STOP WITH FEMALE PIPE THREADS I AND RATCHETING VALVE HANDLE ' DIRECTLY DRIVEN BY A 1 HP MOTOR v L NSF IP MATERIAL: GLASS FILLED NYLON CAPABLE OF DELIVERING 9 gpm AT 138' T.D.H. LOCATE Ata PH STATIOWRY ROD To VALVE ACTUATOR APS WP,S 01/06/97 3/i APS WRS 01/06/97 - 3/i I APS WRS ml/06/97 3/: PRECAUTIONS _ (34 Ipm AT 42m T.D.H.) E.D.A. GAE 1/02/97 E 1/16 OR ®Y CHK'D DATE ISSUE SC: OR BY CHK'D DATE ISSUE. SCS. DR BY CHK'D DATE ISSUE SC,, DR BY CHK'D DATE ISSUE SCALE oOVER V�BASSE6MY 1- Always pressure test for leaks prior to __ environment o r backfilling. NOTE: A CONCRETE ANCHOR environment � r 2- Fittings can be damaged by improper IS REQUIRED TO PREVENT TANK FROM FLOATING. environment one __ CORPORA.TIGN coaPOFATIcr env I r o nl m e n t or SEE INSTALLATION INSTRUCTIONS PRESSURE RATING: 150 psi handling. Protect threads. Do not drop. OR cot:Po11AT1oN •'`'''_";' :-'�':' ,, Backfill and compact carefully per ASTM D2321 corpoaATtct+ SPECIFIC CUT SHEET .,• TYPICAL PLASTIS LATERAL PLASTIC LATERAL ASSEMBLY so that fittings ore not stressed by the weight FOR SIZE AND WEIGHT OF ANCHOR MODEL 2010 / INSTALLATION, SDP, 7 OR 11 HOPE PIPE, ARCH 51 ASSEMBLY TO BE USED WITH 1-1/2" SDR 7 OR 11 1-1/2' SOR 7 OR 11 HOPE PIPE ARCH PATTi of the earth. COMPRESS;ION FITTNG DETAIL SHEET T�EL PIPE ONLY 3- Protect ball valve assemblies from freezing. INSTRUCTIONS P 13 3 3 P PA 1 P02 Attempting to forcibly open or close a frozen PA0 P01 •FOR ORDERING INFORMATION SEE PA1372POI LATERAL ORDER CODE -FOP, ORDERING INFORMATION SEE PA1372POI LATERAL ORDM CODE valve will destroy the valve PA 1PO4 . to • w d U CD • Ln LO < E w LU Z H CD Z LU U CD U Z Q S Cu CD O Cu to U-1 m SCALE: 1 " 20' Co 0 10 20 40 80 CD C/TY OF SALEM PLANNING BOARD DESIGN.• JRC Cu CD HANCOCKFA��N of qs`o, o DRAWN.• FBF CT) qac JAMES R. y�� Engineering Associates GRINDER PUMP DETAILS 5HOFE8 COMEAU A DIVISION OF H.S.A, t►NC DWG. 8735D PARLEE STREET EX TENS/ON CD 4 ✓RC RFD 6/x/02 HYBR/D 1URNAROUNO CIVIL y No 38056 a MA. 01923 CHECKED: WT ✓�B 3 JRC RFD 6/4/02 REVISED TURNAROUND & PUMP LAYOUT .09 aF �,�o ��, 235 NEWBURY STREET, DANVEIRS, cu 2 JRC RFD 12/17/01 REVISED LOT GRADING o��ssoyAtCaGST0 \a VOICE (978) 777-3050, FAX (!978) 774-7816 SALEM, MASS. /�/Q, Ln SCALE.• AS SHOWN 1 JRC RFD 11/29/01 P.B. SUBMISSION co NO. BY APP. DA 7F REVISION DESCRIP7701V Civil Engineer?, Land Surveyors & Environmental Consultants PREPARED FOR.- LEDGEW00D HILLS REALTY 7PUST 8735 Y DA TE. 11/27/01 _ -. _ - - ----- -- - - — GENERAL NOTES • 1. This plan will accompany a Notice of Intent filed with the Salem Conservation Commission and Massachusetts Department of Environmental Protection. 2. Wetlond limits on site were delineated by Rimmer Environmental Consultants, dated 10/2000 & Hancock En vironmen tal Consultants, dated 1/2001. C'ON57RUC770N IN AREAS TO PLANTED OR UNIMPROVED AREAS CON57RUC770N IN AREAS TO BE PAVED J. Erosion control shown hereon shall be installed before earth disturbance occurs within buffer zone and shall serve as the limit of work. 4. All exposed finish grade surfaces within the buffer zone shall be loomed, seeded and mulched. LANDSCAPE SURFACE RESTORA 77ON PA VEMENT 5. Locations of existing underground utilities/obstructions/systems shown hereon are TOPSO/LCOMPAC7F0 GRAVEL BASE approximate only. All utilities/obstructions/systems may not be shown. Contractor shall be a a ... responsible for locating and protecting all underground utilities/obstructions/systems, ,,,. , A , A • ,,. : .A , .,,,. whether or not shown hereon. _ III— III=III—I I o° o : FOR REGISTRY USE ONL Y 6. Unless otherwise shown, al/ new utilities shall be underground. 0 11=III=III—III — — — k FINAL BACKFILL v III=1I M I I I1 -1 CSR 77FY THAT THIS PLAN CONFORMS —I I(,—�I I I—III III—III— I I—I I V TO THE RULES AND REGULA TIONS OF 7. Safety measures, construction methods and control of work shall be responsibility 11=—IIT=�=I =I LAY BACK r/ E REGISTERS OF DEEDS. of Contractor. I I I=I I I-11 I I I =1 I I=1 I1=1 f W — — — — SIDE SLOPES OR PROVIDE S1RUC7URAL 8. Contractor shall be responsible for repair and/or replacement of any existing improvements I ` "`;'' =� ' !` `' '~ ''= ``"^ SUPPORT FOR Z damaged during construction that are not designated for demolition and / or removal 1 -0 _-E2 S E 07F 7RENCH WALLS DA 7F PROFESSIONAL LAND SURVEYOR /N/17AL BACKF/LL PER OSHA hereon. Damaged improvements shall be repaired to the satisfaction of their g p p REQUIREMENTS respective owners. PIPE ZONE , SPR/NGLINE 9. Where existing utility lines structures are to be cut/broken down/ abandoned, lines/structures shall be plugged/copped filled fn accordance with owner requirements. HAUNCHING :•:.s•. DOUBLE FRAME & GRA 7F MIN. 6" ]NICK SIE LEBARON LF 246 �o BEDDING 10. In certain instances, in order to design gravity flow improvements, Engineer must B/IUM/NOUS rely on pipe invert elevations obtained at accessible structures and/or record pipe CONCRE7F COLLAR » " " FOUNDA 77ON STABIL IZA 77ON slope data obtained from local authorities. Prior to commencement of construction, 12 1/4 TO 1/2 WHEN REQUIRED BY ENG/NEER Contractor shall verify grades (via potholing or other methods) of existing gravity FRAME TO BE SET /N �� .. MIN. 2 COURSES OF OTHERWISE PLACE BEDDING ON FULL BED OF MORTAR = . SHAPE BEDDING BY HAND TO F/T UNDISTURBED NA 7URAL SOIL flow utilities intended to serve site and buildings, including sanitary sewer and CONCRE7F BRICKS BOTTOM OF PIPE, INSTALL PIPE storm drains. This work is necessary to ensure that adequate slope exists to allow FOR GRADE ADJUSTMENTS ON STABLE BEDDING WITH UNIFORM drainage of sewer services, roof and floor drains to existing utility mains or to their BEARING UNDER FULL LENGTH OF NO1FS" Ana/ runoff destination. Should site conditions differ from design elevations shown 24"f1" SEAL ALL OPENINGS P/JPE BARREL. [1] PLACE 3/4" MINUS GRADED GRANULAR BACKFILL AT hereon. o » » WA 7ER77GHT WITH OP77MUM MOISTURE /N HORIZONTAL 8" DEEP LOOSE LA PERS, 48 f 1 DIA. I NON-SHRINK GROUT COMPACT TO 959 PER ASTM D-1557. 11. Dimensions for curbing ore face to face. HOOD — OU7ZET PIPE FOUNDA 110N� BEDDING AND BACKFILL MA 1FR/ALS [2� MINIMUM WD 1N OF TRENCH MEASURED A T THE LOWEST INVER _ SPRINGLINE OF THE PIPE, INCLUDING ANY 12. Elevation datum is City of Salem Base. 4' » PIPE MA7FRIAL HDP, PVC RC, D/ NECESSARY SHEATHING.• 3 MAX Q FOUNDA 770M [6] [6] PIPE I.D. WIDTH 13. Contractor shall contact Dig-Safe for underground utility marking at 1-888-344-7233 MORTAR ALL JO/NTS STAB/L/ZA 77ON LESS THAN 21" 0.D. + 12" of least 72 hours prior to commencement of any work. COMPACT S7RUC7URE o " MIN. BEDDING [1•j [1J 21" TO 42" 0.D. + 24" BACKFILL TO 959 Z GREA MR THAN 42" 0.D. + 30" 14. Contractor shall coordinate and obtain all construction permits required by PER ASIA.! D-1557 HAUNCHING [1J [1J regulatory authorities W W 4,000 P.S.I. PRECAST [3J INSTALL PIPE IN CENTER OF TRENCH. Q CONCRETE CONFORMING Wl1N /N/77AL BACKFILL [1 J [1J [4] /N PLANTED OR UNIMPROVED AREAS, USE 15. Contractor shall make himself aware of all construction requirements, conditions, 6" AS17N C-478, REINFORCING ON-Sl7F EXCAVATED M47FR/AL FOR F/NAL • and limitations imposed by permits and approvals issued by regulatory authorities m MIN Z PER ASl7b1 A-185 F/NAL BACKF/ILL 141 [4] TV BACKFILL. COMPACT 50T17l/ PAVED AREAS, OBTAIN ENEER prior to commencement of any work. 6" DEPTH Of- 2v MIN/ APRO VAL OF OM-S/TE EXCA VA TED MA 7FRIALS e_a8? MINUS CRUSHED STONE [5J [5J 16. All work outside of building that is less than 10 feet from the inside face of buildings P/PE COVER' FOR USE AS F/NAL BACKFILL foundations shall conform with ithe Uniform State Plumbing Code of Massachusetts, [5] MINIMUM COVER OVER TOP OF PIPE: 248 CMR 2.00. UNDISTURBED SOIL OR PIPE MA 7ERIAL HDP, PVC RC, D/ SSUBGRADE COMPACTED TO 957. WATER 5=O" 5'-0" 17. All water services shall be 1" cropper, 5' cover(min.). PER ASTM D-1557 SEWER 4'-0" 4=O" • DRAIN NO1TE.• CON/CAL TOP MA Y ALSO 6E USED [6] FOR FOUNDA 77ON STABIL/ZA 770N, USE 2" MINUS CRUSHED STONE. 2 X2X4' WOODEN POST DOUBLE GRA TE CA TCH BASIN W[IH HOOD FIFE TRENCH TYPICAL CROSS SECTION TYPICAL CROSS SECTION PRO7ECTEED AREA DR/VE WOODEN STAKESNOT TO SCALE MIN. 6v INTO GROUND NOT TO SCALE FlL TER .FENCE III I jII I o 859 COMPAC7F GRADE 1 1 1 FILL COVER II ! VARIES (16" MIN.) 600 00 40 0000000 0 00 h 00 0 0 °0 0 0 N 0 0 0 00 GROUND SURFACE I ��' ' ° o° °° ° 0 ° o° o° 0 " 1 1/2-2 T / CRUSHED 36" 1yP.) 48 BOTTOM OF STONE EL. (VAR/ES) Uj 8» I I I I / STRAW OR HA Y BALE STONE " CX i / N �cn ,�;' �1, II / / — E.S.H.G.W. l ,f, NOTE. Lo 1. ALL PIPE SLOPES /N AND OUT OF RECHARGER �. UNI TS SHALL BE SET A T L 0 X Ir Uj w PLACE 6" OF FABRIC CUL TEC 180 HD RECHANGER UNITS Y ALONG 7RENCH BOTTOM, BACKFILL AND TAMP. 6 (OR APPROVED EQUAL j a NOT TO SCALE N ! O clu HA YBALE AND SIL T FENCE BARRIER cm CROSS SECTION SCALE: 1 " = 20' NOT TO SCALE co o 10 20 40 80 CD CITY OF SALEM PLANNING BOARDDES/GN.• JRC �� HANC0%'.AN6CONSTRUCT/ON DETA/LS SHEET qkS` ` cy DRA WN. FBF co s JAMES R- Engineering Associates FARLEE STREET EX TENSION 6 OF 8 v N A DIVISION OF H.&AA, INC. DWG 8735D1 CIVIL 4 JRC RFD 6/7/02 HYBRID TURNAROUND No.38056 e 3 JRC RFD 6/4/02 RENSED 7URNAROUNO & PUMP LAYOUT A9o�F FGjsTEPa�• 235 NEWBURY STREET, DAPNVERS, MA. 01923 CHECKED: RFD JOB � ss�olva�� VOICE (978) 777-3050, FXX (978) 774-7816 SALEM, MASS. No. CD 2 JRC RFD 12/17/01 REVISED LOT GRADING SCALE AS SHOWN LO 1 JRC RFD 11/29/01 P.B. SUBMISSION 8735 N0. BY APP. DA 1F REVISION DESCR/P170N Civil Engineers, Land Surveyors & Environmental Consultants DA 7F• 11/27/01 PREPARED FOR. LEDGEWOOD HILLS REALTY TRUST I I iI 0 r, APPL Y FULL COVERAGE TACK COA T A T JOINT COMPAC77ON REQUIREMENT 21CL COURSE THICKNESS #4 ® 18" EACH WAY 4000 PSI CONCRETE NON—SKID 1 1/2" TOP ::: TEST PER AASHTO T166. SEE NOTE [1J FINISH 3" BINDER ° °.^D'' ° 'p o 4 V 7E'ST PER AASHTO T166. SEE NOTE [1•J d 24" DIA. ORIFICE/GRA 7- .103 3" COMPACTED PROCESSED —� ��o�` °� °t °`• _ " 4 4" 3'x3' CONCRETE COVER OF e. • ��•• •• °�' 959., TEST PER ASTM D 1557 2 CL (TYP)L . .d • • d ° EL. 102.5 E�P 103.5ERM GRA VEL BASE PER MHD M .01. ° 959., TEST PER ASTM D-1557 \\ \\ p , '12" COMPACTED BANK RUN °. ;Q .� ° 00 •• ��.. • e •e • °; °. • .;' • ' �GRA VEL BASE PER MHD M1. 0 Qe• •Q °' Q o ••�O o: %\/\// :a po° °e° °°: • •s�° °� e • . o ° °°°'' "TYPE 6 3" LARGEST STON \ \\ :e. e o e o •'�; 6 ' 4,NV, 959 TEST PER ASTM D-1557 ��/// ' ° " ' o • _°e °° _,• ° 1 UNDISTURBED OR \//\//\//\//\//\//\//\//\//\/�\\/�\\/��\��` \i�\%\%�%� ��%\\/ 3 SLOPE COMPACTED SUBGRADE �\ '`� '��\\.�\r\\r\\. \��\�/\\� 3/4" MINUS DENSE GRADED CRUSHED STONE \�/�\�/ 6"(T YP) [3J COMPACT TO 959. PER ASTM D-1557. MA 1FR/AL SPECIF/CA 170N MAX/MUM AGGREGA TE OR, UNDISTURBED EARTH OR PREPARED SUBGRADE • FOR REGISTYY USE ONL Y PARI7CLE SIZE (/N) COMPACT TO 9590 PER ASTM D-1557. ; - TOP — BI TUM/NOUS CONCRETE MHD M3.11.03 1/2 » I CER 77FY THA T THIS PLAN CONFORMS CLASS /, TYPE /-1 CEMENT CONCR� WALK TWIN 8 Cl PIPES, S= 2.0� THE REGISTERS OF DEEDSTO THE RULES AND 710NS OF BINDER— B/TUM/NOUS CONCRETE MHD M3.11.03 1 TYPICAL CROSS SECTION 8" DIA. ORIFICE CLASS 1, TYPE /-1 NOT TO SCALE FLOW BASE — GRA VEL BORROW[2] MHD MI.03.0 TYPE C 2 EL. 101.0 EL. 101.0 DA 7F PROFESSIONAL LAND SURVEYOR SUBBASE — GRA VEL BORROW MHD Ml.03.0 TYPE C 2 EL. 100.5 •. UNSUITABLE SUBGRADE — ORDINARY BORROW MHD Mi.01.0 12 2 — 8" Cl PIPE BOTTOM Of"I z a DETENTION N NO TES POND a 3 3 [11 COMPACT TO TEST A VERA GE OF 959 NO TEST LOWER THAN 939' OO a: 6" CRUSHED SPAC/NG 8-3/4»0, L=6 n [2] ACCEPTABLE SUBSTITUTE MA TER/AL: 3/4" MINUS DENSE GRADED CRUSHED STONE. � ANCHOR BOLT FASTENERS STONE SUBGRADE 3 — 110 STEEL BARS t TYPE M (TYP) [3] PULVERIZE EXIS77NG B/T. CONC. PA VEMENT PLACED ON EACH SIDE _T ' BITUMINOUS CONCRETE PA DEMENT 1" DEEP CUT TO HOLD GRA IF SEC TION & ELEV/A TION TYPICAL CROSS SECTION NOT TO SCALE DETENTION POND OUMET STRUCTURE � a 7 3'-6" x 3-6" WELDED MCNICHOLS GW75 NOT TO SCALE 4 ® 18" EACH WAY 11.1 lu STAINLESS STEEL GRA IF OR APPROVED EQUAL # 4000 PSI CONCRETE TYPE 304 BAR 3/4"x3/16" 2" CL. 4" SPACING W/ANCHOR BOL T FASTNERS (TYPE M) G ° a - Q a : .a a a G 6" PLAN a a Q '10 DET NNON POND OUTLET 87RUCMRAE� o . d '14 ' .d o 0. •CP .o .°�' 4" NOT TO SCALE • • • �o• • •� 'da • •O, GRANULAR BASE SEE TABLE FOR CO2UPACTED TO 959' EMBANKMENT MA 17ERIALS IMPER MOUS CORE PER ASTM D-1557 EMBANKMENT TOP =C KEY . UND/57URBED EARTH OR PREPARED 4" COMPA C TED DEPTH LOAM &'' SEED DRY DUMPED STONE PER MHD M2.02.3 6" DIA. Dl 2(DI)+SPA CINiG+L • SUBGRADE COMPACTED TO 959' FOR DETENTION POND EMERGENCY SPILL WA Y AND _ PER ASTM D-1557. 3 SEDIMENT POND SPILL WA Y ONL Y. • STRIP AND STOCKPILE 1�— 3 4" TOPSOIL CONCRETE PAD TOP 1.5' 11 DETENTION TYPICAL CROSS SECTION _ _ _ _ BASIN NOT TO SCALE TOE OF EMBANKMENT 12 GRA VEL [5] EX/SnNG GRADE_ . EXCA VA TE KEY 2' MlN BELOW SUBGRADE SUBGRADE = EXISTING 8' WIDE KEY L EMBANKMEN T MA TER/ALS GRADE -1.5' PLAN 4"x12" SPLIT—FACED GRAN/TE COMPACTION CURB, FULL MORTARED JOINTS MAX PARTICLE LOOSE LIFT REQUIREMENT FINISH GRADE 6"MIN (MHD TYPE SA) L OCA 77ON MA 7FRIAL SIZE (/N) THICKNESS (IN) (9 MODI01) 45' KEY NA TIDE PARENT 6 12 MAX 92131 DRY DUMPED STONE RIPRAP FINISH GRADE SOIL!�1 FLOW PER MHD M2.02.3 TOP COURSE 7ED BASE COURSE EMBANKMENT NA 771 VE PA RENT 6 12 MAX 92131 6" DIA. C„ BINDER COURSE ••° COMPACTFD TO 959. PER ,SOIL! ASTM D-1557. (SEE PA VEMENT °• ' ° CD GRA VEL BASE.'o00 °' •e• ° °•:°. LOAM COVER NA T71 VE TOPSO/L 1 8 MIN 80 . • �. 0. cr) o : .o e 0 -� COURSE MA 1E"RIAOR BASE [•;1 COMPA CTED p o'.0' o �• Q �e0 IMPERVIOUS CORE SOIL WITH AT LEAST 6 12 MAX 92 co Y� GRAVEL BASE RIPRAP OUTLET APRON _ 309. CLA Y AND 3000 P.S./. SIL T CONTENT Cr w CEMENT CONCRE7F [118" DI, L= 5, w 14» SUBGRADE COMPACTED TO 959. zF MIN. PER ASTM D-1557 !II MOD: MAXIMUM D1RY DENS/TY. SECnoN "' !21 ACCEPTABLE TO ENGINEER. Y SLOPED GRANITE CURB NorES. !31 COMPACT TO TEST A VERA GE OF 929; NO TEST LESS THAN 909a CROSS SEC TION141 REFER TO SHEETS 1 & 2 FOR ELEI/A 170NS [1] FOR SPECIFIC LOCA 770N, SEE GRADING PLANS. NOT TO SCALE C 15112" GRAVEL SHALL CONFORM TO MASSACHUSETTS HIGHWAY DRAIN OUTLET AND APRON N DEPARTMENT MA 7ERIAL SPECIFICA 77ON Ml.03. 1 TYPICAL CROSS SECTION DE7EN77ON BASIN DIKE SCALE: 1 " = 20' NOT TO SCALE co CROSS SEC TION 0 10 20 40 80 NO T TO SCALE d a., - CITY OF SALEM PLANNING BOARD DESIGN.• JRC ��N or r44sf1 � SHEET � 0 DRAWN.• FBF CONSTRUCT/ON D&7AILS 7 OF 8 cm igp•,ESR. Engineering Associates FARLEE STREET EXTENSION coMEAu � DWG. 8735D1 F4JARC RFD 6/7/02 HYBRID TURNAROUND civic y A aMs�ori OF H.sA, INC. 3 JRC RFD 6/4/02 REVISED TURNAROUND & PUMP LA YOUT rO�o�9FGisTCD NO. oEP G�a`�`Q 235 NEWBURY STREET, DANVERS, MA. 01923 CHECKEQ.• RFD JOB CD 2 ✓RC RFD 12/17/01 REVISED LOT GRAD/NG FSsrONALEa VOICE (978) 777-3050, FAX (978) 774-7816 SALEM, MASS. NO. SCALE., AS SHOWN M 1 ✓RC RFD 11/29/01 P.B. SUBMISSION co NO. BY APP. DA TE RE14S/ON DESCRIP77ON Civil Engineers, Land Surveyors & Environmental Consultants DA TE• 11/27/01 PREPARED FOR. LEDGEWOOD HILLS REALTY TRUST 8735 FRAME & COVER SIE LEBARON LA 246 WITH 3" LETTERS "DRAIN" MIN. 2 COURSES OF CONCRETE FRAME TO BE, SET IN 12" 1/4" TO 1/2" BRICKS TO BE USED FOR FULL BED OF MORTAR GRADE ADJUSTMENTS , AWWA C-502 HYDRANT WITH ONE MIN. 6" THICK BITUM/NOUS 4 1/2" OUTLET, TWO 2 1/2" OUTLETS, CONCRETE COLLAR SEAL ALL OPENINGS 5 1/4" IAL W OPEN/NG WA 7ER77GHT WITH COMPACT STRUCTURE BACKFILL NON-SHRINK GROUT 3' MIN. CLEAR PUMPER NOZZLE TO FACE ACCESS LANE TO 959' PER ASTM D-1557 / 24"f1" !A • 5" MIN/MUM 4 M/N. 6" NON RISING STEM FLG X M✓ AUXILIARY �� 48"f f" DIA I = I� 4 000 P.S.I. PRECAST 3" MAX15 MAX `O o SAL VE IN SAL UE BOX MANHQLE STEPS-1 L . CONCRETE CONFORMING WITH .. A T 12 O.C. FOR ��. ASTM C-478, REINFORCING FlNlSH GRADE STRUCTURES OVER 6 FEET, RIM TO /NVER T PER ASTM A-185 FOR REGISTRY USE ONL Y FIRE HYDRANT DRAIN CONCRETE THRUST BLOCK SEAL ALL OPENINGS -� FLOOR OF S7RUC7URE TO / CERTIFY THAT THIS PLAN CONFORMS rz � BE HEADERS LAID FLAT TO THE RULES AND REGULA TIONS OF LOCATED IN BASE OF 2 WA 7E'R77GHT WITH V W HYDRANT p NON-SHRINK GROUT L D / THE REG/STERS OF DEEDS. 7 6" /80. BRICK CHIPS & MORTAR R THRUST ° o° o ° o MJ FLG MIN . 00 OR CEMENT CONCRETE CONC E O US M✓ m DATE PROFESSIONAL LAND SUR VEYOR BLOCK POURED /N O 0 C> : a8 PLACE dboso asoma K, IN VER hSD ARCH WITH UNDISTURBED °° o ° °o o N 6" DEPTH OF 2" MINUS BRICKS LAID ON EDGE EAR1H CRUSHED STONE UNDISTURBED SOIL OR M✓ X YJ X FLG 1FE SUBGRADE COMPACTED TO 959' M/N. 4 CU. FT. 6" DIA. DUCTILE IRON SPOOL PER PER ASTM D-1557 2" MINUS SOLID CONCRETE PIECE, LENGTH AS REQ D � CRUSHED ROCK BLOCK NO TE CON/CAL TOP MA Y ALSO BE USED 0 FIRE HMDA NT ASSEMBL Y DRA/N MANHOLE TYPICAL CROSS SECTION TYPICAL CROSS SECTION NOT TO SCALE NOT TO SCALE NO TE.• h • FOR TEE PRo wDE THRUST BLOCK/NG FOR BRANCH SIZE. ,. •:. ::4;:YMr�, � `:`:r:• PLUG B/3 MIN. A 3/4 EX7ERIOR PL Y. 12 SQUARE MIN. FOR 12" & UNDISTURBED EARTH SMALLER. (MUST BE GREA 7E"R . THAN OR EQUAL TO PIPE • `," "'s ' :..,. IAMEER.)/SQUEEN BARRIER BTWEEN PIPE & TEE TEE' PLUGGED BEND FOR THRUST BLOCKING R777NG 7E"ES & PLUGS 90' BENDS 45' BENDS & "Y's" 22 112 BENDS SIZES A B A B A B A B 4" 1'--6" 1=6" 1-6" 1=9" 1=3" O-6" 1=0" 0'--6" 6" 2=0" 1'-0" 2=0" 2'-0" 1=3" 1'-6" 1'-0" 1-5" 8" 2-O" 1'-6" 2=J` 2'-3" 1'-8" 1'-8" 1'-0" 1'-3" ' 10" 2'-6" 2=X' 2=9` 2'--10" 2'-3" 1-10" 1=3" 2-O" 12" 3'-0" 2-9` X-6"' J=3" 2'--6" 2-4` 2-O" 1'--6" 14" J=5" 3'-O" 4'-O" 3'--8" J-6" 2'--4" 2'-0" 2=J" co LL, 1. THIS TABLE IS BASED ON 200 P.S.I. MAIN PRESSURE AND 2000 P.S.F. SOIL C-) BEAR/NG PRESSURE. AD✓US'T BEARING AREAS IN ACCORDANCE WITH SOILCn o COIVD177ONS AND PRESSURES, ENCOUN7E-RED. � 2. USE 14SOUEEN BARRIER BETWEEN PIPE AND CONCRETE AS SHOWN IN DETAIL ABOVE. J. CONCRE7ZF SHALL HA VE A COMPRESSI VE S7RENGTH OF 2500 PSI A T 28 DA YS Cr w 4. BLOCKING S/ZE/FREOUENCY .SHALL BE INCREASED IF REQUIRED BY ENGINEER. z H Z t w Y U O U Z I THRUST BLOCK SCHEDULE N (U NOT TO SCALE SCALE: 1 " = 20' ' M O rn O 10 20 40 80 Q .-i C 7 N CITY OF SALEM PLANNING BOARD yr DESIGN.• JRC `t" OF M�, HANCOC.-As. SHEETDRAWN.• FBF CONSTRUCT/ON DETAILS i JAMES R. Gs C' COh1EAU Engln.eering Associates 8 of 8 4 JRC RFD 6/7/02 HYBR/D 71IRNAROUND S CIVIL A DIMSION OF H.&A., INC. DWG 873501 ARLEE STREET EXTL' ION CDCD Ro.38�56 3 JRC RFD 6/4/02 RE-OSED 7URNAROUND & PUMP LAYOUT Ado 9FcI TE �`�`� 235 NEWBURY STREET, DANVERS, MA. 01923 CHECKED.- RFD JOB A 2 ✓RC RFD 12/17/01 REPISED LOT GRADING �Fsslovn�E�'G�, •` VOICE (978) 777-3050, FAX (978) 774-7816 SALEM, MASS. NO.LO SCALE*AS SHOWN 8735 fl- 1 ✓RC RFD 11/29/01 P.B. SUBMISSION NO. BY APP. DA 7F REVISION DESCRIP77ON Civil Engineers, Land Surveyors & Environmental Consultants DATE. 11/27/01 PREPARED FOR.• LEDGEWOOD HILLS REALTY 7RUST v I I TYPE 1-2 BITUMINOUS CONCRETE, 2" BINDER, 1" TOP COURSE SLOPED GRAN/TE CURB ELEVATION BENCH � MARKS i I 1-1/2" MHD TYPE /-1 B/T. CONC. roP coURs£ I 3" MHD TYPE /-1 B/T. CONCC, BINDER COURSE }� A DATUM: CITY OF SALEM BASE I I L � L_ I I VAR/ABLE WIDTH RIGH OF WAY (40 MIN.) \ NO. DESCRIPTION _ ELEV. I I 12' 121 ,\ 3' S\ 1. SQUARE - CUT SET IN CU00.13 124.67 i 2. D.H. SET IN LEDGE OUTCROP 107.01 (TYP.) (TYP. G`�+ 3. S i I I '41 I S3�' `•'' 6" LOAM & SEED (TYP) MAN i I i , .o:.:.: 1-0: ;. ::4.; : FOR REGISTRY USE ONLY BAR TLETT & STEAD DEVELOPMENT CORP. i , �; ro.::,:-. . '•-.:' . . :•:....• : . : � . - �.' ;' ... : 8" COMPACTED / CERTIFY THAT THIS PLAN CONFORMS L.C.C. 856 -J , I ( :.:.:`'... . . PROCESSED TO THE RULES AND REGULA THE REGISTERS OF DEEDS. // I rn I I GRA VEL BASE I i �!�-I � �- - , PER MHO M2.01.7 I 3 COMPACTED -I PROCESSED UNDISTURBED OR DATE PROFESSIONAL LAND SURVEYOR / ( N '� COMPACTED SUBGRADE I N GRAVEL BASE F?OPOSED ACCESS EASEMENT , I PER MHD M2.01.7 `� '� BURIED ELECTRIC, I N 7FLEPHONE & LEDGEWOOD HILLS REALTY TRUS l" I �' I CA TV TYP. � I � I �,N�� 12" COMPACIE•C BANK ( ) _ °' I °' I lcjv / RUN GRAVEL BASE ° ° L.C.C. 856 -J ' i °' o I g6'9 LOT 97E i L O 97C & D I I I / // PER MHD Ml.03.0, TYPE b, NO TES $ _ / / / / 3" LARGEST STONE G G, L.C.C. 856 -L ( °' REA-16,798 S F.+ I I I `1, ROADWAY CON57RUC770N SHALL CITY OF SALEM DPW SPEC/FICA TIONS.FORM r0 ti l EL & MAR Y I 16 I f PROPOSED DOUBLE GRA 7F CB BUL YGAA I l �� RIM=107. INV.=101.80 WA 15 `2, BELOW GRA VEL BASE.REMOVE LEDGE IF COUNIFRED, 12" MIN. PROPOSED DRAIN MANHOLE I / WFq 17 I b ^ ) RIM=106.2 /NV.-100.8 A [3] /F THE 10' MINIMUM LATERAL SEPARA 770N BETWEEN V- �o I c .- 10' SANITARY SEWER AND WATER MAINS CANNOT BE 9 co �yF 14 / / / s I COP ^ // I// Z �3J MIN. MAINTAINED THEN THE WA TER MUST BE A MIN/MUM 2 , 107 108 �� l l / WFA 1 i 101 HARRY & 109 OF 18 ABOVE THE SEWER. IF NEITHER SEPARA 77ON / A 18 110 /l / CAN BE MAINTAINED THEN BOTH PIPES SHALL BE 610 WFA11 I / 2 0, I BARNA RA LAZARIDES 111 11 / FITTED WITHIN A P. V.C. SLEEVE, EXTENDING 10 19 i ---I- / q 1 3 ( L.C.C. 856 -L 113 1 /�✓/ 125.2 FORCE MAIN WA TER EITHER SIDE OF THE CROSS/NG. PROPOSED DE7FN770N POND SEDIMENT FOREBA Y j �/ l �� _ 3 10 / �0 115 WFA 10 /�'� - �5 1�? _ ,-r ,fv 1 /,�j TYPICAL ROA DWA Y CROSSEC77ON � PROPOSED TRANSFORMER PAD ' 98.2 // `'� --- 'RL_ fJ05 / SCALE- �1"=5' HORIZONTAL R & C 1 -1 VERTICAL PROP. FLUSH/NG CONNEC77ON A9 / ooQ / / / / 24• �,q� REALTY TRUST -- f .�- EX7FN�X� / P 10 0�/ S G. / / PROPOSED RAIN WI ru / / /1 L l RONALD A. JAMES, TR. QL• RETAINING WALLS 1 / 1 I Q PROPOSED E 99 104. -� /OWELL1AlG/ 4" PVC-,BCH-40 / // ''f/ , 1r4 L.C.C. 856 -9 O F.F.fit.= 119 O NV'OUT= V / BARTLETT & ST EADMAN - / 106.6 I I / / / ,�� PROP. 8" VEE DEVELOPMENT CORP. / 1 19 RCP 6 OS -C- 'I�- / PROPOSED RIM=725.3 L.C.C. 856 J � � 9�01 . ASSQ / 11 � P-R6PAYDRANT� � � � =120 85 7Z \ / / "_-ELDt= CLASS�2 / 1 Eq 12s.o v " " o ' PUMP CHAMBE -121' 1 PROPOSED DETENTION POND WFA R� 32• 0 / 10 / p/ 8 x 6'�TEE �° P YP '125.34 !_ ! 150.06= 5 .0 ) GENERAL NO TES. A5 ' �P5Od0 ,, EDGE OU CROP 0 ' / \ 18 ❑ 1 _ 5 s SEE_ SHEET 6 OF 8 PROPOSED DRAINAGE EASEMENT DO PROPOS D i17 " � 7.5 � S OPED � = 8 CLD/ - CLASS 52 - PROPOSED 2-8" PVC, j / '•• '�2t i f .� / 1 00 '` �` �` �W 0 '�Q------__=====CU. '� '� �9TER ASSESSORS.• - THRUST BLOCK S-2.09 - .. -- - -- INV. (lN)=101.0, / ��/ 5 / o •• / ��: ( �E:- 11TCZNS UCTED 4 Wl E) E -•- \124.23 ---"--% - 125.30 CUO MAP 14 LOTS' 48,50,52 INV. (OUT)-100.5 �p3 / /c�0 .� .. ---�., ..�... - -----rz- -r-. .... - -�-��-- -- -�-- .�:r .�:... - --- = -... .F-�y... .�... .- j , , -� - 3 sOR 2 r I c' 124. ' R V--19.7 ZONING.- INV " / ,d17 / �' - �--' �: _ v I 82 -119.7 Up R1 - RESIDENTIAL (ONE FAM/L Y) PRO. . 8 .� �N V. 119.8 D .5 /,• 11 1 sr ,, #1124.64 124.18 RIM=124.8 MIN. LOT SIZE 15,000 S.F. SPLASH PADS O J- t I 97.0 / ,, MIN. LOT W1'DTH 100' Or00 0 jINV.=121.2 �. yyFA3 p / / j 50 0 �' / 118 1" CORPORA 77ON (TYP f ,, 1 0.00' MAX. BLDG. 309 - ry _ o \ MIN. FRONT YAORD OVERAGE '®121. 5 �(� MIN. SIDE YARD 15 .G - - -- - - /° ___- ; I R/M=121.2 \ G." 10, WFA2 / W _ I I /N V.=120.2 v MIN. REAR YARD 30 / _ - - �(� MAX. BLDG HEIGHT 4 / '` / LL _ ' / - PROPOSED I \; (_' ` 35 (2 1/2 STORIES) / • PR9POSED PROPgSED - / -� - --D9nLING ( J REFERENCES: RO D DE7FN 117 PON DWELL/N DOU LE GRATE" B / / / , F.F. EZ. �< J DEED BOOK 7020 PAGE 640 J\ 105 V'��F. EL. YI3.5 Rl 105.,b� / INV, 702..3 / / _ - \ JOHN T. & L.C.C. 856 L R. E 104. llrlV.-101.0 / / / PROP jf NG / / i o \ LINDA Y. TURNER 6 L.C.C. 73288 / / / / F.F./EL. 120.'5' / / i 122 ��. , \ 1 L.C.C. 856 -c �,� RECORD OWNER.• `L.QT1 98 / I / / / / BAR. E 111.5' GE -A. -- 124 1124 \ L£DGEWOOD HILLS REALTY TRUST .� L.C. ��5s �/ / / / o , -K RA \ LOT 8 E �� 1 1 / / / - - , - / P.O. BOX 780 105.02 _ ARE 7 F.+ L.C. �6 -L ��' / L YNNF/ELD, MA 01940 I o / � / / ,� / / \ AR A-6,65 S.F.f ° / �'� o \ \ �� NO TES.- %\C) I f �LANTZA / / P TF? ✓ G�RGICAKI ' _ ____ \ / l Q 1) PROJECT SOURCE BENCHMARK /S BASED ON THE RIM OF A NICHOLAS & THEL / /E / / ----�--�� _ \ 9� 36 J _� lSEWER 1 L�C.0/85 L /I ��- `s.9 O PARLEEMST.HAS SHOWN ON PREPOSED S17F PLAN VALLEY RD. & L.C.C. 856 I H / / / / / / -/ / BY- PARSON & FA/A INC APRIL 04, 2001 / / / / 'L/ / --G-' r \�' ?s 2 WE7ZAND RESOURCE AREAS WERE DELINEA TED BY HANCOCK / /° PROPOSED STOf�MWA1FR / / / / / / / �� OQ �` / / / / - �\ \ \ \ f l / \�12s ) ENVIORMENTAL SERVICES INC. ON JANUARY 03, 2001. FLAGS /NF/S AI TORS TO / / / / / ARA 59C1iSF. / f ! A APL�RT REAL�Y �oRp.l � ' ' ' ! ��2� WERE LOCATED BY INS 7RUM£NT SURVEY ON AUGUST 02 2001. / TO RECE/VE �ALF / / / / / C.�56 \�2 / 3) UNDERGROUND U77LI77ES SHOWN HEREON ARE COMPILED �F ROOF RL'NOFF(TYP. � / � / // � / / / / / / / / � \ \ � �� (SIZE TO E DE1FRAf/1LlED FROM FIELD LOCA 77ONS SOF STRUCTURES AND FROM / 7NROU 1�SOIL 7F 17NG) / / // / // / / / / / j '/ �'�� \ \ \ \ �j_��ii/i / AVAILABLE RECORD INFORMA 77ON ON FILE AT THE CITY ENGINEER/NG OFF/CES, Cl TY D.P.W., MASS HIGHWA Y DEPT. R, 100' WE7ZAIWD BUFFER ,��.°`/� � / / / / / � / / / \\\ \ \ \ \ /////� MA� EX/ST.Y IT SHALL g£O�ER UNDERGROUND U77LI77ES l / / �� / / / / / t/ $ g / / PE'I�ER BEA TOl1V �\ \ \ �-// THE CON 7RACTOR TO VER/FY THE LOCAST70/NITY OF \\ SIZE & ELEVA 77ON OF ALL U77LI77ES WI THIN R, / ° / •�'�� ,�^ / -' / / / / 5y�L.C.C. 856 -G \ // / '` � / // / 2 / / SITE PLAN �� \ //�� THE AREA OF PROPOSED WORK AND TO CONTACT �`�/ SCALE.- 1 " 20' \\\\✓ DIG-SAFE A T 1-888-344-7233 A T LEAST 72 HOURS \ PR/OR TO ANY EXCA VA 170N, DEMOL/170N OR CONS TRUC170N. oQ' o°j �� "' / �1/ 80 \ 4 ALL DRAIN LINES SHALL BE 12 RCP, CLASS V, UNLESS �/ / / / 0 f0 .20 e 40 )OTHERWISE IND/CA7FD. DEFINITIVE SUBDIVISION � PLANNING BOARD DESIGN. JRC N Ln HANCOLJ%6 �„ g• g DRAWN.• FBF SHEE UTWY GffNGH.0ANDf 0ADWAiV SEC 2 OF 8 co �� OF has, Engineering Associates , - o� cya DWG 8.735SP5 JAMES R. Nn A DIVISION OF H.S.A., IMC. 4 JRC RFD 6/7/02 HYBRID 7URNAROUNO co' cAu ARLEE STREET EX TENSION CD S clvlL y 235 NEWBURY STREET, DANVEfRS, MA. 01923 CHECKED. �,?FD 3 JRC RFD 6/4/02 REVISED 7URNAROUND & PUMP LAYOUT N3.380 6 o, 9� 9Fc V eP�o��Q VOICE (978) 777-3050, FAX (978) 774-7816 SALEM, MASS. JOB 2 JRC RFD 12/17/01 REVISED LOT GRADING 3Fs �` SCALE. AS SHOWN NO. Ln 1 JRC RFD 11/29/01 P.B. SUBMISSION c Civil Engineers, Land Surveyors & Environmental Consultants PREPARED FOR. LEDGEW000 HILLS REALTY TRUST 8735 NO. BY APP. DA 1F REVISION DESCRIPTION DA 7E:• 11/27/01 ... ;.- TYPE 1-2 BITUMINOUS CONCRETE, I I 2" BINDER, 1" TOP COURSE SLOPED GRAN/TE CURB NATION BENCH MARKS i � 1-1/2" MND TYPE /-1 Bir. coNc. TOP COURSE ELEVATION }� 3" MR9 TYPE /-1 B/T. CONC. BINDER COURSET_ A DATUM: CITY OF SALEM BASE A I I 'L VAR1,4BLE WIDTH RIGHT OF WA Y (40' MIN.) NO. DESCRIPTION ELEV. I I 12' 12\ \ � 3, 5, 1. SQUARE - CUT SET IN CURB 124.67I I w i I (rYP) (rrP 2. D.H. SET IN LEDGE OUTCROP 107.01 I I 13• �c �P 3. I I ---., S 5 �� _ 2 � � I I S 1 6 LOAM & ?� / I a:.r SEED (TYP) i o ::.: , _ N r BARTLETT & STEADMAN / I _ FOR REGISTRY USE O L ' o 8" COMPACTED DE VEL NT CORP. // I I ( N '� ' : j p :.'.:'< :O "Q: PROCESSED / CERTIFY THAT THIS PLAN CONFORMS GRAVEL BASE TO THE RULES AND REGULA TIONS OF L.C.C. 856 -✓ PER MND M2.01.7 INE REGISTERS OF DEEDS. " ;III I I I I + 3 COMPACTED Z Z �UNDIS7URBED OR PROCESSED Z COMPAC7FD SUBGRADE DA 7F PROFESSIONAL LAND SURVEYOR / I ( GRAVEL BASE icy BUR/ED ELECTRIC, PROPOSED ACCESS EASEMENT / ( I ^N/ PER MHD M2.01.7 '� TELEPHONE & I / 12" COMPACIFD BANK CA 7V (IYP.) LEDGEWOOD HILLS REAL TY TRUST // I rn i I °'N� �� • RUN GRAVEL BASE c c I L.C.C 856 -J / °' I N I I �o^� / PER MHD M/.03.0, TYPE- b, NO TES: Sy L O 97C & D I [1J ROADWA Y CONSTRUCTION SHALL CONFORM TO 6'9 LOT 97E / i ( / / /l 3" LARGEST STONE G G• L.C.C. 856 -L ( REA-16,798 S.F.+ I I _� / Z/ C/TY OF SALEM DPW SPEC/F/CA TONS. �• CB l HAEL & MARY I I WFA 16 I I �'� J l [2] REMOVE LEDGE /F ENCOUNTFRED, 12" MIN. PROPOSED DOUBLE GRA 1F 1M=107.6 /NV.=101.80 BUL YGA I ( ( �' 1 / Z / BELOW GRAVEL BASE. R I yyFA 15 I I • PROPOSED DRAIN MANHOLE W,yFA17 ,' ZZ / [3] IF THE 10' MIN/MUM LA 7FRAL SEPARA 77ON BETWEEN RIM=106.2 /NV.=100.8 I oo ( I� �� 10' SAN/TARP SEWER AND WA IFR MAINS CANNOT BE MA/NTA/NED THEN THE WA 7FR MUST BE A MINIMUM 9 We 14 / 99 '1 I �� g� / I�/ / �3J MIN. F 18 ABOVE THE SEWER. /F NEITHER SEPARA 77ON 107 l l �° O WFA 12 A 13 / / 101 i 8 HARRY & 109 u CAN BE MAINTAINED T�lEN BOTH PIPES SHALL BE 1 WFA 11 / / '• �1 BARNARA LAZARIDES 111 �� l F/T1F0 W11N/NAP. V.C. SLEEVE EX1FN0/NG 10' 0 11 �Z l FORCE MAIN EITHER SIDE OF 7HE CROSS/NG. 196 101. I 113 / 125.2 WA TER PROPOSED DE7EN77ON POND SEDIMENT FOREBA Y �' 3 10� ��o� I L.C.C. 856 -L 115 / r1 ll / / D 1,�A Y 090SSEC77ON 10 %/ = _ 0� 107 TYP/CAL ROA I�f�fl ;NFA �- / PROPOSED TRANSFORMER PAD _ _ _- _ / 98.2 / -�/ _V4L_.._ / �` '�05 �- / I 1 • � f SCALE- ,1"=5' HORIZONTAL R & C 1 -1 VER77CAL PROP. FLUSH/NG CONNEC7TON A9 / '' �- -� / / / / /� 24. REAL TY TRUST s o . EX7ENq EXI� / A. JAMES TR. � 10 / G / PROPOSED RAIN WI7N / /� WgL l 4 RONALD , PROPOSED RETAINING WALLS 99 2 % / 1 I / / / / / � 1�4 1 / 10 104. --I DWELLING 4" PVC-SW-40 L.C.C. 856 -9 / F.F.�L.= 119 0' NWTOUT= ,- �� p �J (, " BARTLETT & STEADMAN / / ° -�- / / / / � 1 , `� PROP. 8 TEE DEVELOPMENT CORP. / 106.6 I // 4 0 i _.- � `` RIM=125.3 ' L.C.C. 856 -J / 1 18^ RCP 106p�gp;�YDRANT�- / / V � � PROPOSED - •=120.8 ,'� `1 / / gLASS / 126.0 7 100.5 / / / "-FEDI= 'C -2 / 12 ENVIRONMENT OA) N/ D� PUMP CHAMBER -121. 1 fl `� PROPOSED DE7FN770N POND j 4 / '� /. p 8" 80 6"7EEF l ° P ` �yp) 0 125.34 a` V WFA f �- 10 / - �0.t98'- 5 .O - J / A n 7-�� 9.. �• / p /T. CO SID L i 2 GENERA L /�V /�J.- i A5 / P5� ,,, EDGE l \ 5 SEE SHEET 6 OF 8 PROPOSED DRAINAGE EASEMENT o / GQ � / PROPOSE �St QPFD ; � /i � iM_12 ' W 8" CLD/ - CLASS 52 ��'' V ,.,.L 8 tygTER ASSESSORS. PROPOSED 2-8" PVC, 7'S _ 40 •• .� . 0 ='�Q=====---=====CU. �'• �2+ `� `� / 1 DO � _ _ _ r NR�PUST BLOCK MAP 14 LOTS 48,50,52 S=2.OX - V - - -- --- NV IN =101.0 / / 402 / / 5 / / '` IVCZNS UC Wl E -► 124.23 �� 125.30 / p ( t/IFi- - -.- ) • ( ) i'7 INV. (OUT)=100.5 / p3 // ; -- ...�. ::t.. - ----R- -r--�M ----•- -��-- �' tj17 --------. .r .�:... --- =�---- -FM^-. .�... - RIM=125.5/ 5 I: SOR-2 - I �� 124.82 INV_119.7 UP R1 - RESIDEIV77AL (ONE FA MIL Y) " i / / / � � � � � � �• f- N V. 119.8 PROP. 8 // /��.F J / •;A, #1124.6 4 124.18 RIM=12 MIN. LOT SIDE SPLASH PADS / / . �- I MIN. LOT WID7J�/ 15 000 S.F. / / ,.- �-iL w i O y i 100 WNFA3 �'o p� / / 0 50 0' / W O�0' i' f�0.09= �'i 90.00' 'i " 1 0.00' INV.=121.2 MAX. BLDG. LOT COVERAGE 309 / Z / / / / / \ / / / P ' ' f CORPORA LION (TYP f' 1. MIN. FRONT YARD 15' ®121. 5 MIN. SIDE YARD 10' 1 N / / / •G�// / / O - - - ' / - = I RIM=121.2 \ MIN. REAR YARD 30' A2 �;��- - � � f - - - � � �� ( ' INV.=120.2 `� Q� / / / L G P �` / / / �` MAX. BLDG. HEIGHT 35 (2 1/2 STORIES) ►�0 / / / / I /N 0.3 / / ,-- PROPOSED �: I ,,�, PROPOSED / _D► LING I 1� REFERENCES. PRQLO N D ' DOU EEG GRA17E B I J \ RO SED, l�E7FN I�PON 011E /I D WELLING/ / / F.F. EL. �4.5 �< DEED BOOK 7020 PAGE 640 �U�E'f S`IRl/C�ZI E / i 10y F.F. EL. Y/.3.5 , RIMS 105. / I F.F. EL. �i20.5 / , / - _ o JOHIW T. & L.C.C. 856 L /0, _ / R. E 104 fVV.-101.0 GAI L. » ►� LINDA M! TURNER / / L.C.C. 73288 RECORD OWNER.• /,-- � i�• �� / / / _-- � � � L.C.C. 856 -G o�• /, I 1 109 �0 / ( / ��/ / / I I E � °0 �w \ '�� LEDGEWOOD HILLS REALTY 7RUST I ��%98 i �,/ / / / / / / /I G - �'' \ �� '.� f P o. BOX 780 ' L.C. 5s - / "� -KARAKOUD S-- l 105.02 I / ,' ��ARE,�=7� F+ / / / / /° "' L.c. �s �L0T.18 E . .\�'�� 2 f / I r AREA-6,659 S.F.+ L YNNF/ELD, MA 01940 \ � � NOTES. I / / �� / / O 1) PROJECT SOURCE BENCHMARK /S BASED ON rHE RIM OF A NICHOLAS &f THEE �LANTZA / f P ' ✓ G�RGILAK / I _/_____ _i I / / / / \ \ 36, ) / SEWER MANHOLE A T THE /NTFRSECnON OF VALLEY RD. & - � / / � � L/C.CJ" 85 /L / I �-------/--�'I�' ,�, / `j4' / � � / s9 O L.C.C. 856/H ) PARLEE ST. AS SHOWN ON PREPOSED S/7F PLAN { / / � / / �' / / /I / J / i � / / N / �'/' \�24� � s BY.• PARSON & FAIA INC. APRIL 04, 2001 �� 2) W4EILAND RESOURCE AREAS WERE DELINEA7FD BY HANCOCK � (- / / �' / \ / �� s ENP70RUENTAL SERVICE'S INC. ON JANUARY 03, 2001. FLAGS O PROPOS�E"D STOW WA TER / � / / / / / / L 03" � G/ / / _ \ � \ � �EA&TY ( ' ��\\26 � /NF/ AI TORS PO / / ; / / / AR6A�59QiS.F._6/ / A APE\RT �ORP.1 ' J \�2� WERE LOCA 1FD BY INSTRUMENT SUR VF"Y ON AUGUST 02, 2001. / TO RECEIVE �ALF / / / / / / / / / / \ \ C.C.�56 3 UNDERGROUND U77LI77ES SHOWN HEREON ARE COMPILED pF ROOD RI�NOFF(IYP.� / / / / / j / / / / \ \ / ��j/J / / / � / / i � )FROM FIELD LOCA 110NS OF STRUCTURES AND FROM . (SIZE 1NROU�IHSO/� 7FRnNG) / / / / / / \ \ \ \ //// A VA/LABL RECORD /NFCJRMA 170N ON FILE A r 7T/E Cl TY / / / / / / // / / / / / / / \\ \ \ / i/ii ENGINEERING OFF/CES, CITY D.P.W., MASS HIGH WA Y DEPT. ' �/ // AND U77L/TY COMPANIES. o7NER UNDERGROUND U77LI77ES M4 Y EXIST IT/ 100 WE1ZAlWD BUFFER / / / / / \�\\ \ ////� THE CON IRACTORT'TO VER/ THE LOCAALL BE 7HE S710'N'TY OF PEfER BEA TOIW O ^° \ / SIZE & ELEVA 77ON OF ALL U77LI77ES W THIN / / / ^�,� 2 / / / �5y L.C.C. 856 -G A�, \\�� ` �j/� THE AREA OF PROPOSED WORK AND TO CONTACT SME RLA , \\\\ \ ✓ / �/ DIG-SAFE AT 1-888-344-7233 AT LEAST 72 HOURS SCALE: 1 = 20 PRIOR TO ANY EXCA VA 770N, DEMOLITION OR CONS 7RUC77ON. 4) ALL DRAIN LINES SHALL BE 12" RCP, CLASS V, UNLESS 0 10 20 40 80 / OTHERWISE INDICA 7FD. DE ✓Rc DEF/N/T/I/E SUBDIVISION •*°OF HANCOCK AWN.• FBF SHEET OF R, v�,� Engineering Associates OR Si'. fflVff. 6WRAGPLHANDMADOW�-� 2 of 8 g �BeG±i 116" r ' A DIVISION OF H.S.A., RNC. DWG 8735SP�' 12ARLEE STREET EXTENSION 08 c,�Il CHECKED. RFD 614102 REVISED TURNAROUND & PUMP LAYOUT 235 NEWBURY STREET, DANVEIRS, MA. 01923 SALEM, MASS. JOB 3 ✓RC RFD9a ,, _.�F°,•w`` VOICE (978) 777-3050, FAX (!978) 774-7816 01 REVISED LOT GRADING �s/ :;,_ �� SCALE' AS SHOWN NO. 2 ✓RC RFD 12/17/ 11 1 JRC RFD 11129101 P.B. SUBMISSION �• 87J5 Civil Engineers, Land Surveyors & Environmental Consultants / / PREPARED FOR. LEDGEWOOD 'HILLS REALTY TRUST DA TE.• f 1 27 01 NO. BY APP. DA 7F RENIS/ON DESCRIP77ON ° i TYPE 1-2 BITUMINOUS CONCRETE, 31 I I 2" BINDER, 1"' TOP COURSE it I I SLOPED RAN/TE CURB 1-1/2" MHD TYPE l-1 BIT. CONC. TOP COURSE ELEVATION BENCH MARKS 1 ; -3" MHD TYPE /-f B/T. CONC. BINDER COURSE DATUM: CITY OF SALEM BASE I I VAR/ABLE WIDTH RIGHT. OF WAY (40' MIN.) I NO. DESCRIPTION ELEV. \ 12 121 \ 31 5, 1. SQUARE - CUT SET IN CURB 124.67 I I w (T�'�°) (TY° GJ� 2. D.H. SET IN LEDGE OUTCROP 107.01 3. --- S 15� ��' S _ 29-3 o S = o. 6" LOAM & Q b 0 SEED (TYP) 4: fFORISTRY USE Oft Y BARTLETT & STEADMAN i I I _ I �; I Y . °.: r o.' °( ' : : o.; °' » 1d0 obi q. ''., :O .,• ..0"..' <. 8 COMPACTED Y THAT THIS PLAN CONFORMS DEVELOPMENT CORP. �5'HRUB SWAMP N •''"., �l : •` ''' <•:, ... .: 0' PROCESSED TO THE RULES AND REGULA 710NS OF L.C.C. 856 -J , I i/ I :' �' P\' I I ,. GRAVEL BASE THE REG/S7FRS OF DEEDS. � � , PER MHO M2.01.7 i Py�P� i -1021 I » -I I LI ,-� CA TTA/L �P�� , i - _ 1 N I 3 COMPACTED 2 = UNDISTURBED OR MARSH \�` \G N I I �, PROCESSED Z COMPACTED SUBGRADE GRAVEL BASE DA lE PROFESSIONAL LAND SURVEYOR � �� I / � I h h BURIED ELECTRIC, PROPOSED ACCESS EASEMENT OPEN WA TER ~ , i r- - 104 I ^N/ PER MHD M2.01.7 "� TELEPHONE & LOT 97C & D ° LEDGEW000 HILLS REALTY TRUST ,i AF?EA=16,798 S.F.+ 1 °^° ,roti I - _ N� 12" COMPACTED BANK o o CA TV (TYP.) L.C.C. 856 -J 1 of RUN GRAVEL BASE NOTES.' y69 PROPOSED 12' WIDE C.L.F. GA 7F LOT 97 / PROP. ST NE f ETAINING WALL I N v -106 i �'/ / PER MHD Ml.ST ON TYPE b, G• L.G. 6 -L (ELENA.7F ALL ADD/TIONAL 3 LARGEST STONE S I _ / �o I I � � �/ [fJ ROADWA Y CONS7RUC770N SHALL CONFORM TO G• I I CITY OF SALEM DPW SPEC/F/CA T10NS. �• PROPOSED DOUBLE GRATE C6 / EL & MARY I 3/ lGTO AC� AS BARRIER) / I �^ 1 x " R/M=107.6 /NV.=101.80 BUL YGA / WFA 16 1 ROP. 4' W)'DE GRASSED ( �, I 5 I ^ F� �� [2] REMOVE LEDGE /F ENCOUNTERED, 12 MIN. CA TTA IL WFA1 99• ( WA 1FR QUALITY SWALE o6 o I �,.�,C` BELOW GRAVEL BASE. OPEN WA TER MARSH 1 WFA17 (PROVIDE 6 H/GH EARF7! rn I , ^ /Z [3] /F THE 10 MINIMUM LATERAL SEPARA 77ON BETWEEN _ 97. �, � � SAN/TARY SEWER AND WA 7ER MA INS CANNOT BE EMBANKMENT PROPOSED DRAIN MANHOLE 14 , � „/ 99.9 `°� CHECK DAMS 10' 0.C.) I � � f MIN MAINTAINED THEN THE WA 7ER MUST BE A MIN/MUM RIM=106 2 /NV.=100.8 9 �o � / / I o ['3] OF 18" ABOVE THE SEWER. /F NEI 77 ER SEPARA 77ON / 2 A 13 N ( 108 lSHA L L BE WFA 1 i i 18 HARRY & 110 / Z FATTED WI THINT AI NP,C,THEN SLEEVE, EX7ENDING 10' N BE M WfIl1 6�p WFA 11 BARNA RA LAZARIDES 1 11 /l . /l� FORCE MAIN EITHER SIDE OF THE CROSS/NG. PROPOSED 7EN77ON 1g � _ � � / 101. 1 1 3 1 � l�V � 125.2 WA TER THREAD OF POND SEDI ENT FuntRA Y j --�" , i�o� I L.C.C. 856 -L 1 5 / / / / IN, Y INTERY177ENT / {NFA 10 109 t ' / TYP/CAL ROADWAY CROSSEC77ON STREAM �� 98.2 x " -` --�}_ X05 / / / 1 � I SCALE 1"=5' HORIZONTAL PROPOSED TRANSFORMER PAD / rx _ -' �V I os R & C 1"=1' VER 77CAL PROP. FLUSHING CONNEC770N 1 /�/ 24' REALTY TRUST A + S 0 . i / PRS WFA8 1p G � EXIEND X L I RONALD A. JAMES, TR. 1p / 1 /PROPOSED RAIN IM7H / PROPOSED RETAINING WALLS p2 / 10 43 I - -� DHELLING 4" PSC-8CH 40 �' / j� � f�4 I L.C.C. 856 -9 O 1 ' x F� EL.= 1�0' V OUT= pk' J BA TLETT & STEADMAN / / ° ___ _I- - / i I / / �/ 1 ` /� • EVELOPMENT CORP. / / + 1 1S" RCP 06 6 10 ' ._ 1 / / / ' - ' // R/M=125.3 GENERAL NOTES. L.C.C. 856 -J LASS Q 1 6 .-1 L- / PROPOSED _ =120 8 O Q P-R9P�9YDRANT� � n,�, �,yFAJ 100.5 �-r- / / �_aD1= CLASS-52 / I/ ENNPOCHAMBER�'" -121.1 12s.o _\4 SEE SHEET 6 SOF 8 PROPOSED DE7FN770N POND 9�" /� 32.2 / '��` P 8X8" 6'`?EE P PUS 125.34 ASSESSORS.• PROP. 6' /GH CHAIN WA52 I 5 .0 1 ) ❑ J LINK FE CE (TYP.) 9 . - / / _ P P. !T. CO S/D LK 1 z ] �' ,-- PROP. 8" 7FE • MAP 14 L 07S 48,50, ROPOSED 12 WIDE C.LIF. GATE A5 / /a� �P5 °� : ' bU CROP 0 l \ ]s ❑ 5 ;,' �,' ZONING. R1 -_RES/DENT?AL (01VE FAMILY) '� PROPOS D 15,000 S.F. OPOSED DRAINAGE FiASEMENT .5 / G , / s /_ M= 2 ' 8" CLDI - CLASS 52 " i ��ly 8" MIN. LOT S/ZfE PROPOSED 2- PVC, - W qT / / LOP D �Q----- 1NRUST BLOCK ER 100 S=2.09' / / 105 '`2+ V '� / 1 00 0 _'----------=====CUI \_ MIN. LOT WID►7H ' -- ------ 309' /NV. (/N)=1 1.0, � / 100 5 � - �* C MAX. BLDG 9-OT COVERAGE / ( VA�1F IC�bNS UCTED WI E) -- T>'P. /NV. (OUT=f00.5 1 3 -► ■ \124.23 - ---- ]25.30 ( ) 0 0 5, -- ---�- .:s.. - -----�- -r--fM ----- - �-- �' ---- -�- ------.. �. - -�=--- _� --- = ---- -FM--- .�..- ' R/M=125. MIN. FRONT 'YARD f5' g9 1 1 9� I INV=119.7 UP " \; r 3 SDR-2 �� ]24.82 /NV.=119.8 MIN. SIDE YAIRD 10' PROP. 8 SPLASH PADS , 0 • / /.• 1 11 _ 1 TIE-INTO EXIS771VG SMH, 124.64 ]24.]8 MIN. REAR YARD 30' Q� ° / / �' O i I ASA f RIM=124.8 ROVIDE VELOCITY REDUCING 7EE MAX. BLDG. HEIGHT ' WFA3 p� 50 0' / 0_,C0 f 50.09 �=i - 0 0 �� » 1 0 00' INV.=121.2 35 (2 1/2 STOR/ES) 1 G f f 1 CORPORA 77ON (1YP.1' ., / y / / 4" _ 8 _ \ ,( REFERENCES. /PA VEME T _ _ - � - 121. 5 - / r ~- DEED BOOK 71020 PAGE 640 S IPIl�G" LIN O - - _ » L.C.C. 856 L 2 - -- -- / / / I PROVIDE 4 PVC 7ELE RIM=121.2 \ L.C.C. 73288 WFA / ELINEA T7Nr W / - I /N V.=120.2 � �p�` / CUL�DE- AC 1 / / _ - I UT7L/TY/WA TER SEPERA TOR �� • 4 / / f / / RAD/US (TTYP.) / _ / - - PROPOSED �� I `- C,� RECORD OWNER. 1_/1 /-,Y SD OP�ED - / / _ •_._.DIAL/NG I \ LEDGEWODD H/LlLS REALTY 1RUST ooe- � DE EV I�POND- D1NELLIN� DOUBGRA 7F B / / / - F.F. EL. �4.5 �� J P.0. BOX 780 �U E S�1Rl/C�TU E / i J Q .F. EL. 1 3.5 RIM,105. / /NV.= 1 2.3 / / - -� \ JOHAI T. & AR. £ 104 jNV-10 0 / 11111 / r _ _ ^ i L YNNFIELD, MA 01940 /PROPO / / �- \ LINDA M! TURNER 6 NOTES. L/NG / / / �+ \ L.C.C. 856 -G 1) PROJECT SOURCE BENCH, MARK IS BASED ON THE RIM OF A /6 / / / F.F. EL. 120.'5' / / ao 122 <�, �� i ►�'�c' SEWER MANHOLE A T THE IN7FRSEC770N OF VALLEY RD. & P,98 / I / / / / / �AR. E,/.1111.5 GEQRG�A. ___ > 4 1124 \ \ ) PARLEE ST. AS SHOWN ,ON PREPOSED S/TE PLAN 105.02N�HgLAS & JETEL A Al TZAS CJI L.C. �RR56 - �� / / / / o ARAKOU OS-- I L C.C. 856 -H� a • � . ;ARE�C--7` F.+ � / L.C. �6 -L -- LOT �8 E .``� ,� _� / a B Y.• PARSON & FAIA INC APRIL 04, 2001 / V / ,/ / , AREA-6,659 S.F.+ 2) WE77-AND RESOURCE AREAS KERE DEL/NEA 7ED BY HANCOCK �„ I O / J / / / \ \ \ S. \ �� ENWORMENTAL SERVICES INC. ON JANUARY 03, 2001. FLAGS / IG 70 l /AKl ___ _ ' / l O HERE LOCA 1F0 BY INS 7F?UMENT SUR VL�Y ON AUGUST 02, 2001. PROP. POULDERS PRO VID/W� P 70? I G L / I -- - - , �' \ \ \ 6 `� MAXIMUM SPA lNG OF 6 J(77P.) / / / _ L__�__�_i� , \ 94 3 L.C.D/85 /I / \ 3) UNDERGROUND U71Ll17ES SHOWN HEREON ARE COMPILED Lr) / / / / I / N / �12� 6'' G` FROM FIELD LOCA 77ONS SOF S7RUC7URES AND FROM LD / / / / / / / / / �/� / -� \ / I I I �- ��?S A VA14ABLE RECORD INFO'RMA 77ON ON FILE AT THE CITY / /O PROP SED STOW WA TER / / / / / �'/ L 0-T 9 / Er O / �" - \ \ \\ l ��126 AND NUTLITY COMPANIES. OTHER WUNDERGROUND W U77 I77ES LU / lNF/f!/IRA TORS TO / / / / / / AREAS 59QiS F. j ! A APE�E?T f7fALYY ORP. J ��:2 j MA Y EX/ST. /T SHALL HE THE RESPONSIBILITY OF Z TO RECEIVE , / / / / / / / / / \ C.C.\856 G` ,/ l� J ' I 2 + ;' 1HE CONTRACTOR TO VERIFY THE LOCA 170N, LU �F ROOF RI�NOFF(7YP.� / / / / / / / / / / \ \ '� / \�, J , Y � (SIZE TO,BE DEIERAf/1VED � '�1S1 `'`' ., ,F SIZE & ELEVA770N OF A,LL U77LlTlES WITHIN 1HROU H SOIL 7F 17NG) ~ THE AREA OF PROPOSED WORK AND TOCONTACT Z "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS Cu 100' WETLAND BUFFER PR/OR TO ANY EXCA VA 1�70N, DEMOLl770N OR CONS TRUC770N. N l / ,,h / / / / / / i/ g ' / PETER BEA TON \\\ \ \ �. 4) ALL DRAIN LINES SHALL BE 12" RCP, CLASS V, UNLESS j Q O / •.'`� ^ / "> / / �' / $1/ /��L.C.C. 856 -G \\\ \ \ OTHER WSE /ND/CA 7FD. �5 5/7F PLAN \\�\ /// 5) SEE STABILIZA 77ON AND HABI TA T PLAN77NG SPEC/FICA 77ONS �� _ \\\\�✓// /� /N LETTER FROM HEC, DA TED JUL Y 18, 2002. <5 SCALE: 1 - 20 Ln Mod80 CITY OF SALEM PLANNING BOARD DESIGN. �JRC CL�, 7 JRC RFD 7/12/02 7/11/02 CON. COM. COMMENTS' �j®Cj DEFINITIVE SUBDIVISION �H DRAWN.• FBF SHEET 6 JRC RFD 7/8/02 6/2%2 P.B. COMMENTS o¢ ra co �� `'�' Engineering Associates &T, 0W, 6VDIA G&RANDMADWAr - 2 of 8 5 JRC RFD 6/19/02 DE7FN770N POND FENCE aAMEs R. �# DWG 8735SP5 C_ 4 ✓RC RFD 6/7,/02 HYBRID TURNAROUND COMEAU A DIVISION OF Hs.a, iMc. RA RLEE STREET EXTENS/ON S CIVIL y CL) 3 ✓RC RFD 6/4/02 REVISED TURNAROUND & PUMP .LA YOUT No.38056 CHECKED: RFD ,09 9Fc�„TEP�4D 235 NEWBURY STREET, DANVEIRS, MA. 01923 JOB , o�Fss/ A`EAG\ VOICE (978) 777-3050, FAX ('978) 774-7816 SA L EM, MA SS. 1 � 2 JRC RFD 12/17/01 REVISED LOT GRADING N�' m 1 ✓RC RFD 11/29/01 P,B, SUBMISSION SCALE AS SITYN Civil Engineers, Land Surveyors & Environmental Consultants PREPARED FOR. LEDGEW000 HILLS REALTY 7RUST 8735 co NO. BY APP. DA lE REVISION DESCRIP77ON DA 7F• 11/27/01 • m l Inow � fj WCG F§ Vz,--F� z J/ z 11 11 EXISTING LEGEND PROPOSED WATER SER I/lCE *S— T FORCE MAIN . � � ■ � FOR REGISTRY USE ONL Y F S TRE ET XTENSION I CERTIFY THAT THIS PLAN CONFORMS SEWERLINE AND MANHOLE —SS��H SIZE MATERIAL & FLOW DIRECTION TO THE RULES AND REGULA TIONS OF DRAINLINE WI TH PIPE SIZE, MA TERIAL ,,,,N THE REGISTERS OF DEEDS. & FL OW DIRETION, CA TCH BA SIN SSD W= MANHOLE & ROUND CA TCH BAS//V SA LEIV. MA SSA CHUSE7TS ROOF GRAIN AND DOWNSPOUT RD—� PERFORA TED UNDERDRAIN — — —UD— — — DA TE PROFESSIONAL LAND SURVEYOR FOUNDA TION DRAIN FD WATER MAIN AND VAL VE w -♦� NA TUBAL GAS LINE AND VAL VE G PROPERTY LINE EASEMENT LINE — — TOWN LINE - MA TCH LINE - - FIRE HYDRANT CONNECTION UNKNOWN LIGATURE TO INDICATE CON77N000S OWNERSHIP ACROSS LINES BEAR/NG & DISTANCE ALONG BOIUNDARY 55.36" N1204623 E G TOTALED BOUNDARY FRONTAGE « 249.56' >> Book SHEET INDEX #2 ELEVATION BENCH MARK > FLYNN S �/GP L 1 BARBED W/RE —X yVOt,r Q� v '' = p �9 7 STONE WALL slro 9 TITLE SHEET, LOCUS MAP, a TEH p ^ ySER �� CHAIN LINK FENCE WITH HEIGHT _0 6oCLF EI'ERALO' �_ 1 c; IC�� Z o % �0 5 'z / �� _ WAY , ,, m J o" LEGEND �c INDEX �J WOOD FENCE WITH HEIGHT 5 wF • Qa U c, v� �2PvP p 1tiq Ir+� LEve nn 6E1 D �n EDGE OF LAWN �� % P, v o� Uro �� S ��AL��<8 -� ��Q �_ 2 SI TE, U TIL I T Y, GRADING PLAIN �c EDGE OF GRAVEL OR DIRT ROAD' D 0 V1 4.pV Ro. DIBjASE IRC��, °� �00� \Jfk\l �('Rp N r ENR J � STa �/�- �, S n—P �f SER TYPICAL ROADWA Y CROSS SECTION EDGE OF PA VEMENT �v rte--"ti° c�,Q J`o �� rr N� �� 6C o v a sr. r. u� SGC Q / P �° '�• p� ,. Cep -- -- - --- - CURB (see abbreviations) c, °� 'LJ1b, y qC�� - •.k___ -- _ - PATH OR TRAIL �o � ��`co;`�IV, , LL A' �3 PLAN OF LOTS Y 2 <'.E SPOT ELEVA770N 1J.3 t qL �4 .5 Q� '9FF�;�v4 0� R��AVIE7~0 c CAULDR RD W z q T Esc �, s . OF ELENA TION CONTOUR I-1 / Q . o U� L>,`�ti �,�q�` `� v AR EEJ � n►� 4 ROADWAY PROFILE ct - INTERMI TT ENT STREAM, DRAINAGE- DI TCH, / l I� Q Q cv \ q .2 3 > <v I _ - OR EDGE OF SEASONAL. POND/NG. AREA �� C / r 2S O /��: -, ., --- SHORE LINE (see abbreviations) a X �,/ o F „•;Q` .-- ,5j Fj s.. FLAN DETAILS MEAN H/GH' WATER a �. %� -" MEAN LOW WATER ' LlM/T OF BORDER/NG W-GETA TED WFIZAND q sT `ID (WITH FLAG NUMBER) �,QpiSfJIR �/ / `� a �\� o "' (`�,�✓ EDGE OF WOODS OR BRUSH (DRIIP [/NE) LA SRA Z � N W aa11 PROMINENT DECIDUOUS TREE 26.8 WITH ELENA 170N, SIZE AND SPECIES 12"M . 6.8 PROMINENT DECIDUOUS TREE4. 8 'n W1 TH ELEVATION, SIZE AND SPECIES � �26,8 �� I `�,�� COTTAGE � 18 P ;�. l alem 1 ST. ROCK OUTCROP (L EDGE) "c Lj CA ~ Sc 1� �P RD Hos oto/. 3 LIMIT OF COASTAL BANKLn � ` LIMI T OF INNER RIPARIA N ZONE IRZ 17 � 1 LIMIT OF OUTER RIPARIAN ZONE ORZ =� LIMIT OF WE7LAND REPLICA TION A4REA • O 0�^ 1 I m o " 5 LIMIT OF 100-FOOT WETLAND BUIFFER ZONE O LIMIT OF 100-YEAR FLOODPLAIN LIMIT OF 10-YEAR FLOODPLAIN LIMIT OF CONSERVANCY DIS TP..ICI,, WATERSHED PROTECTION DISTRICT, OR "INLAND FLOODPLAIN" Cn w S/L T FENCE LOCUS MAP a HA YBALES CD SURFACE RUNOFF DIRECTION SCALE. 1"=1000' a - WA TERCOURSE FLOW .Z PIPE FL O wTP 0 1000 2000 4000 CrTEST P1 WI TH ELEVA TION w 035.2 C P T6 PERCOLA 77ON TEST z Y O S P 2 SOIL PROBE 0 O SB 3 SOIL BOR/NG U Q 0 GM 5 GROUNDWATER MONITORING WELL - STONE RETAINING WALL Cu 0 C\j - —% RETAINING WALL ^ Q L ?' L1 LLLL i BUILDING, LIGHT, STEPS & OVERH/ANG — — — – m D CU CITY OF SALEM PLANNING BOARD I DESIGN: JRC -- jN ofu COCK / PLAN �yG DRAWN: FBF DEFINITIVE SUBD/V/SON SHEET co JAMES R. En ineerin Associates 1 OF 8 ZE COMECIVIL g 8735T PA/9LEE STREET EXTENSION c CD aI CIVIL �' A DIVISION OF H.S.A., INC. DWG. 4 JRC RFD 6/7/02 HYBR/D TURNAROUND No.38056 3 JRC RFD 6/4/02 REVISED TURNAROUND & PUMP LAYOUT _ OA-, GIST V. ,G��@ 235 NEWBURY STREET, DAN VERS, MA. 01923 CHECKED: RFD SALEM JOS \ S1D4AL n/`' 2 JRCLn RFD 12/17/01 REVISED LOT GRADING � VOICE (978) 777-3050, FAX (978) 774-7816 � /Y M1 JRC RFD 11/29/01 P.B. SUBMISSION SCALE: AS SHOWN PREPARED FOR.' LEDGEW00D HILLS' REALTY TRUST 87� NO. B Y APP. DA TE REVISION DESCRIPTION Civil Engineers, Land Surveyors & Environmental ConsultaEts DATE.- 11/27/01 C9 a r TYPE 1-2 BITUMINOUS CONCRETE, 2" BINDER, 1" TOP COURSE i I SLOPED GRANITE CURB ELEVATION BENCH MARKS I I 1-1/2" MHD TYPE l-1 BIT. CONC. TOP COURSE I I 3" MHD T)PE l-1 BIT CONC. BINDER COURSE A DATUM: CITY OF SALEM BASE I I VARIABLE WIDTH RIGHT OF WAY 40MIN. ) N0. DESCRIPTION ELEV. I I 12' `1 12� � � 3' S\ 1 . SQUARE - CUT SET IN CURB 124.67 I I 2. D.H. SET IN LEDGE OUTCROP 107.01 I I I (TYP.) (TYP. GJ+ I I r- 3. S 27,,-JZ -- Q 6" LOAM & Q . .. 0 SEED (T YP) FOR REGISTRY USE ONLY BARTLETT & S TEADMAN // I I I o o o _ I rn 8" COMPA C TED I CER TIFY THA T THIS PLAN CONFORMS DE VEL OPMEN T CORP. / I 0. . . " ' O O CESSED TO THE RULES AND REGULA 77ONS OF L.C C 856 -J // I I I © GRAVEL BASE THE REGISTERS OF DEEDS. // i I ' PER MHD M2.01.7 / I °' `�' I PROCESSED TED UNDISTURBED OR DA TE PROFESSIONAL LAND SURVEYOR i I I I N n COMPA C TED SUBGRADE PROPOSED ACCESS EASEMENT , GRA VEL BASE I I / PER MHD M2.01.7 ``) BUR/ED ELECTRIC, TELEPHONE & CO CA TV (TYP.) LEDC�EWOOD HILLS REAL TY TRUST I I cr) // 12" COMPACTED BANK g LCC 856 -✓ // I o I ��/ / i RUN GRAVEL BASE NOTES.' 0 0 56LOT 97E I / /// PER MHD Ml.03.0, TYPE b, G 8 L.C C. 856 -L / ALO 97C & D I I I // / / 3" LARGEST STONE [l) ROADWA Y CONSTRUCTION SHALL CONFORM TO L G AREA'=16, ; 98 S.F.f I I / // CITY OF SALEM DPW SPEC/FICA TIONS PROPOSED 12' WIDE C.L.F. GA TE WFA 16 I ,� ) l�J l l [2] REMOVE LEDGE /F ENCOUN TERED, 12" MIN. WF/415 I I BELOW GRA VEL BASE. PROPOSED DOUBLE GRA TE CR I WFA 17 I '� `` /1 / [3] IF THE 10' MINIMUM LA TERAL SEPARA TION BETWEEN RIM=107.6 INV.=101.80 i� o ^ I Vl l 11 10' SANITARY SEWER AND WA TER MA INS CANNOT BE 91 WrIj 4 - _ �� /I// / �3�MIN. MAIN TA/NEO THEN THE WA TER MUST BEAMINIMUM ITHER SL PROPOSED DRAIN MANHOLE WF-Al2 I 107 108 / / OF CAN1 BE MA NTA NED T8" ABOVE THE SEHEN BOTHR IF EP/PES S/-IAL'PAR BE N 101 - HARRY & 109 RIM=106.2 /NV.=100.8 �Q WFA1 _ -- i WF(f118 111 110 - �ll�j �! FITTED WITHIN A P. V.C. SLEEVE, EXTENDING 10' BARNARA LAZARIDES , N El THER SIDE OF THE CROSS/NG. ;_ ✓ '�5.2 FORCE MA/ WA TER PROPOSED DE TEN TION BOND SEDIMENT FOREBA Y L.C.C. 856 -L 115 rl / WFA 10" % _-`� 05 106 X07 _ / // Y CROSSECT/ON _ _ _ I , ; �,�/ /,� TYP/CAL ROADWAY PROPOSED TRANSFORMER PAD '98 ? SCALE: 17=5' HORIZONTAL / / / /^ J R & C I"-l' VER TICAL PROP. FLUSHING CONNECTION A9 + S 0 -' - - / / /" 24. REAL TY TRUST EXTEND EXl�T !j ! • PROPOSED RETAIN%NG WALLS g �0'�-�. G I / PROPOSED DRAIN W177� / / i�� L�}! 0 / RONALD A. JAMES, TR. g Z ' / 104 43 --- _/ / - - » / f.!l /'1�4 I 10 2 - ^ DWELLING 4 PVC SCH-40 , �1 �� L. C.C. 856 -9 BARTLETT & STEADMAN �0 / / o .�� _ _- - � F.F. "EL.= 119.0' 'V OUT= �0 � / DE VEL OPMEN T CORP. + os.ss I % / ! /�; >�1 •4 , \ . PROP. 8" TEE 1 1 RCP i RIM=125-3 L.C.C. 856 -J 06 1 p8 - -C- , _ / \, PROPOSED CLASS�� 1 PROP. AYDR_ANT_� / 12 =120.8 WFA7 + 100.5 �� i=121. PROPOSED DETENTION POND 2 � � �� 6" CLD1= CLASS � � � ENVIRONMENT-0'�,Er�' 126.0 .�� _ » l PUMP CHAMBER �2' �°' 1 �'� / P 8x8 x6 7EE P yP 125.34 PROP. 6' HIGH CHAIN WFA6 + 1 R' '` - �_ �> 1 c" - �_ 50.00 I 5q OS' ) 0 J LINK FENCE (TYP.) \\ /- i PROP. lr.�CO . SID L �Yl?' � 1 '� GENERAL NO7�ES.• PROPOSED 12 WIDE C.L.F. GA TE /p°� P 6U c.ROP yFAS o 5� °�� e �- PROPOSED DRAINAGE EASEMENT 5 �'.- G; r PROPOS L� ;� til=; 5.,. 5 i ` SEE SHEET 6 OF 8 .,c� �J 7._ fl1 /c�� GQ 5 / t j ry 8» CLDI - CLASS 52 PROPOSED 2-8 PVC, - 1(p - � SLOPED '� K -, W -4 •• - R . - A SSESSO S ' 0D _ - - - - - _ ------- CU THRUST BLOCK S-2.09 � 2 � `� � � - - _-- Aty -CURB 1 0 - - INV. (lN)=101.0, � 10 / ✓;% 50✓-� � � i- � .,_ r - -_ - - - - - - -- Tye MAP 14 LOTS 48,50,52 INV. (ovr)=100.5 3 / �/ /lO > i.• •. - _ (� -- - L �' '.. _ (P /NATE.- SNS i'UCTED__4 W E) - -- - - - - " i- 2 .-- p� 125.30 10 .. p - - �- . .s��L- ------ l-rte - .�.... .FM- - -1. - .4 4 -3 - . «. / » - 124 82 I FM- - /?/M=�25� R1 - RESIDENTIAL ONE FA Y �� , duyo c�-- - 3_ -- I _ ZONING: ( ) PROP. 8" F� h _ - - 1?4 L%�� SPLASH PADS - �� 124 \//V V.=119.8 MIN. LOT SIZE - 11.6 124.64 .18 15,000 S F. % / • i - r , �$L w I �%� R/M=1L 4.8 #1� MIN LOF WIDTH - _- _ - __ __-- �� 100' O WFA3 110 / / i - G 500' / -- 0.00' �� 50.00' _i 1- --- _ 90 0 'l 1 0..00' INV. =127.2 MAX. BLDG. LOT COVERAGE 309 �� 1 -- 118 � 1 CORPORA 770N (T l✓P.f �, \ / V I �. _ MIN. FRONT YARD 15' f /� ®i 21. 5 MIN. S/D� YARD WFA2 - - - - - - i -- - - - �, i RIM=721.2 MIN. REAaR YARD 30, _ - INV.=120.2 MAX. BLDG. HEIGHT / STORIES) 2 1 PROPOSED LPIZOPOSED / / PROPOSED ' - - - - / -DWELLING I �' J REFERENCES: DWELLING DOUBLE GRA TE B / / / _ - l PROPOSED DETEN r/ON POND 05 _ - - / F.F. EL. t24.5' J DEED BOOK 7020 PA GE 640 UTLET STRUCTURE = 1 F"F. EL. 173.5 RIM=105.6 i / i x + / R. E . 104. INV.=101.0 l /NV. 102..3 l -- �. JOHN T. & LCC 856 L / , � / 06 y PROPD ! - -.� �' LINDAa M. TURNER L.C.C. 73288 �i 1 10 / / / 'o_ L� `� DWELLING RECORD OWNER•• 109 0 '� I d F.F.'"EL. 120 5' ,22 �� '� .� L.C.C 856 -G �� t QTI 98 / / /% / j ;� cn GEORGE A. - - 124 \ LEDGEWOOD HILLS REAL TY TRUST AR. EL. 111.5 12 - L: . , _ L.C. 56 - j "� P.O. BOX 780 4 / / / / / o KARAKOUDDS \ LOT 98 E L YNNF/ELD, MA 01940 105.02 ' / / i L.C. -856 -L - ---- \ } p J % / 11 � o j AREA,=6,659,S.F. f C7 NOTES• cr) / / / h \ PETEit? J. GErORGICAKIS ___ i I O 1) PROJECT SOURCE BENCHMARK /S BASED ON THE RlM OF A H NICHOLAS & E THEL A L A N TZA S ,/ / -- -�- \ 36, ) SEWER MANHOLE A T THE INTERSECTION OF VALLEY RD. & C-) L.C.C. 856 -H / /cr) / L.C.C. 856 -L/ j I `/-- 94 / �� O PARLEE ST. AS SHOWN ON PREPOSED SITE PLAN / / ' / / / / / I �� _ - \ \ / �� / \�24 BY- PARSON & FA/A INC. APRIL 04, 2001 Z /� _ 2) WETLAND RESOURCE AREAS WERE DEL/NEA TED BY HANCOCK LLJ O / / / L 0-r 98 G �. PROPOSED STORM WATER / / / i _ . _ I ' 726 ENVIORMENTAL SERVICES INC. ON JANUARY 03, 2001. FLAGS ``' INFIL TRA TORS TO A R A,S;59Q-5 F. ' / \ A NA PER T REA LYY �ORP.l WERE L OCA TED B Y hAIS 7PUMEN T SUR VE Y ON A UGUS T 02, 2001. Z TO RECEIVE HALF / / j /� / / / / X2.42 \ \ G.C.C. 356 �G` /i J ! r �' LLIOF f?OOF RUNOFF(T YP / / \ \�, 3) UNDERGROUND U TIL I TIES SHOWN HEREON ARE COMPILED CD (SIZE TO BE DETERMINED /j / / / / / j j V \ \ �\ \ //j/ij ' FROM. FIELD LOCATIONS OF STRUCTURES AND FROM C-) THROUGH SOIL 7E377NG) A VAILABLE RECORD INFORMA TION ON FILE A T THE Cl T Y j/ 1 / / ,/ \\ \ \ /� %j ENGINEERING OFFICES, CI TY D.P.W, MASS HIGHWA Y DEPT. 52 \ \ � , AND UTILITY COMPAN/ES. OTHER UNDERGROUND UTILITIES Cu ` 100' WETLAND BUFFER �°i �� // ' �/ j / \\ \ \ MA Y EX/S T. l T SHALL BE THE RESPONSIBILI TY OF �, / �� / / 81 59 PE TER BEA ,TON \\ THE CONTRACTOR TO VERIFY THE LOCA TION, (Aj ^�� ; / / , 291 j / 15�' LC.C. 856 -G �� \ �� Q SITE PLAN SIZE & ELENA TION OF ALL U TILT TIES W!THIN �\ /� THE AREA OF PROPOSED WORK AND TO CONTACT o moo/ % / /�j - �\ ,/�j /� "DIG-SAFE" A T 1-888-344-7233 A T LEAST 72 HOURS C:) / / / / �� SCALE. 1 - 20 \ �� PRIOR TO AN Y EXCA VA TION, DEMOLI TION OR CONS TRUC TION. cu \ 0 f 0 20 40 80 � 4) ALL DRAIN LINES SHALL BE 12" RCP, CLASS V, UNLESS OTHERWISE INDICA TED. L CITY OF SALEM PLANNING BOARD DESIGN.- JRC Ln HANCOCK DEFINITIVE SUBDIVISION Ln DRAWN FBF 9F MI Yff. C9,4D1NGP�ANAND�ADWAYC_SEC 2HO E8 CD 5 JRC RFD 6/19/02 DETENTION POND FENCE �`�a�H °F��,,; Engineering Associates , , JAMES R. A DIVISION OF H.S.A., INC. DWG 8735SP5 PARLEE STREET EX TENSION 4 JRC RFD 6/7/02 H YBR/D TURNAROUND �� COMEAU cu 3 JRC RFD 6/4/02 REVISED TURNAROUND & PUMP LA YOU 4 CIVIL t' 235 NEWBURY STREET, DANVERS, MA. 01923 CHECKED: RFD JOB CY) o No.38056 VOICE 978 777-3050, FAX 978 774-7816 9 9F �o �Q,, c � c > SALEM MA 2 IRC RFD 12/17/01 REVISED LOT GRADING o c,STEP ��,. SCALE. AS SHOWN NO. ``� 1 /PC RFD 11 29 O1 P.B. SUBMISSION / / PREPARED FOR. LEDGEW00D HILLS REAL TY TRUST 8735 m NO. BY APP. DA TE REVISION DESCRIP TION Civil Engineers, Land Surveyors &: Environmental Consultants DA TF 11/27/01 NOTES: 1) FOR WETLAND LOCATION SEE SHEET 2 OF 8. ASSESSORS: 1, 2) LOTS SHOWN HEREON ARE EXISTING LOTS AS SHOWN MAP 14: ON LCC 856 L. SEE REFERENCES FOR TITLE INFORMATION. LOTS 37,39,48,50 & 52 (LEDGEWOOD HILLS REALTY TRUST) " LOT 36 (MICHAEL & MARY BULYGA) � ZONING: R - i pp 6�� 1 RESIDENTIAL (ONE FAMILY) REFERENCES: LC CERT. #73288 (LEDGEWOOD HILLS REALTY TRUST) LC CERT.#73967 1 LCC 856 L OWNERS OF RECORD: LEDGEWOOD HILLS REALTY TRUST PAUL DIBIASE, TRUSTEE BARTLETT & STEADMAN -h X56-g DEVELOPMENT CORP. GG' FOR REGISTRY USE ONL Y LCC 856 J / CERTIFY THA T THIS PLAN CONFORMS TO THE RULES AND REGULA TIONS OF THE REGISTERS OF DEEDS. DHCB _ li (FD) `N54 09'20.. " ya w 60 00 (TIE) ) 3 CN0 NN DA TE PROFESSIONAL LAND SURVEYOR � U j I '4 I/ 1 w 'mir a Z o CTR.CB m A\ C14 o a,� J a° ;n FD I LEDGEWOOD HILLS ,�� 0 � REALTY TRUST �o� LOT 97 D LOT 97 C N = 0 LOT 97 A o M (B OK N) PA p n "' LCC 856 -2 -'� LCC 856 L Q LCC 856L -1j co UL DIBIASE, TRUSTEE L LCC 856 J �' ^ 7,354 S.F.f '0 I 9,444 S.F.f Q 13,624 S.F.f m R & C IN m 0REALTY TRUST o6 o N RONALD A. JAMES, TR. LCC 856 9 �V BARTLETT & STEADMAN LEDGEWOOD Q ozo DEVELOPMENT CORP. ,�o HILLS REALTY FOUNDATION R=148*5819 ! N 30'45'40" E 0 0 0 LCC 856 J gp TRUST REMAINS L=19.30' p�" °' ` PAUL DIBIASE, TR. ��25.00'fj�ly, Q Q Q LO897E T '��" �i 0 L4 �! o o /Q 9,520 ±S.F. �F o %�/ I O Q 184 S 150.90' I ! ! 50.00' - 50.00' %� - 50.00' - 50.00' - 33.70' - - _0 51.30' Q / 118.54 ROADWAY' 32.36 26.00'---'--25.00'---' N 30'45 40 E 435.90 �3 << STR T '/ EASEMENT— RADIUS BROADWAY Z jCON N PARLEE POINTY o EASEMENT (PRIVATE - 401 WIDE) EXISTINGEXTENTOF ^I ~02140,, E / �p/0,56 ROADWAY 894 ±S.F. (UNCONSTRUCTED IN THIS AREA) STREET / `r (A.K.A. MIDDLE 'STREET) PAVEMENT o C t / EASEMENT N�� 25.00 `� 16718' o LEDGEWOOD HILLS < S 30.45'40" W 398 ±S.F. z �� 478.73' REALTY TRUST � yp�� 83 .00 ;� 35.73 50.00 = ` 50.00 50.00 ; 90.00 j 120.00 / PAUL DIBIASE, TRUSTEEpp �q,/ « 118.73 » �� ` y ST' `G D' LCC 856 J O°' �,� DRAINAGE 3 .00' L=56� EASEMENT ,��P.. 4=98.30'01 w E T 2,625 ±S.F. �^° oI s��s9�' " cn LOT 98 E - �i JOHN T. & .✓�9,IN� LOc s 8 a6 L , No _ LCC 856 L0j6 �, LINDA M. TURNER Q 6,658 S.F.f �'n "' LCC 856 G S' 3p 7,446 S.F.f J ``' W cn 1-;C�11 i V) w 1 CD `'`V �0 W� Nva _torn -� � Yv � 0O00000 V M t1 U 1 Obi Qui MO 0 � LLJ Q J Z N Z LOT 98 G 6' C2. �0�, O?>, � LCC 856 L sp, 1y a 5,589 S.F.f 5 �31 � •��p� ti ti ANAPERT REALTY CORP. LCC 856 G yob C 8ss PETER BEATON O LCC 856 G � 41 s DHSB(FD) • z CuCD CD O��O CU U-) `L m SCALE.- 1 " = 30' 00 i DHSB(FD) 0 15 30 60 120 CITY OF SALEM PLANNING BOARD • DESIGN: ✓RC HANCO� DEF/N/T/ISE SUBDIVISION PLAN sHE -T c,, ,'" �. ,* DRA ISN• JUS LU 177 , �' �`�'� Engineering Associates 3 OF 8 CC 4 ✓RC RFD 617102 HYBRID TURNAROUND �WAYNE ` . A DIVISION OF H.S.A., INC. DWG. 8735EA PARLEE STREET EX TENSION a JALBERr > 3 ✓RC RFD 6/4/02 REWSED TURNAROUND & PUMP LAYOUT N0 ttt3 235 NEWBURY STREET, DANVERS, MA. 0)1923 CHECKED: WC✓ JOB i 2 ✓RC RFD 12/17/01 REV75ED LOT GRADING ., CQ,° SBS a VOICE (978) 777-3050, FAX (978) 774-7816 M SALEM, MASS. No SCA LE.• 1 = 30 LO 1 ✓RC RFD 11/29/01 P.B. SUBMISSION PREPARED FOR: LEDGEWOOD HILLS REALTY TRUST NO. BY APP. DATE REWSION DESCRIPTION Civil Engineers, Land Surveyors & Environmental Consultants DATE. 11127101 8735 iii 145 145 i I N O 1.55 0 i 135 O FOR REGIS 77?Y USE ONL Y I W J l CER 77FY THA T THIS PLAN CONFORMS 1 I TO THE RULES AND REGULA TIONS OF Q THE REGISTERS OF DEEDS. � I DA TE PROFESSIONAL LAND SURVEYOR ixIS77NG L T. EX R/OR R-O.W. Ll E 125 I I I 125 V.. PROPOSED GA ADE / / I KE Y'- EX 77NG RT EX7g10R R.O.W. LIN /,,FIM'V III PROPOSED �C GRADE N I •.• �� - •,.•' I i I — — — — — EXIS77NG f GRADE S, I ,•••r, I I 115 EXIS77NG RT. EX71-R/OR LINE N h m l�o ' ,�'%' • I — — — — EXIS77NG L T. EX7FR/OR LINE +I W o_ EXl 77NG GRADE ,,, 10 f 0,0,010 gMAI ag 00 Tr �• 8„ C�DI``W I �__ .�- � i m" OIZI . .•. • 00 PROP. DETEN n ON POND •,.•'• i . • / / / / / I • I 105105 I • pC 0,00 •'10 ! i 95 z95 o0i ori' a�� .Z W W I O O � W W h N O cp rl- N O N a0 �o R, 00 a0 0 O N N ap N 00 of ap of O N C'4 ' Q 0 3+72.65 3+50 3+00 3+11.00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50 -1+00 Cn co MAL ONE DRIVE w w z CD w TARLEE STREET' PROFILE Y CD VERTICAL SCA LE.•1"=4' 0 0 4 8 16 0 CU HORIZONTAL SCALE. 1 "=20' M of ISM m 0 10 20 40 80 CITY OF SALEM PLANNING BOARD DESIGN- JRC y�� OF &f4, BANCO DRAW- FBF DEFINITIVE SUBDIVISION SHEET DRAW- JAMM u Engineering ROADWAY PROF/LE c En ineerin Associates 4 OF 8 C CIVIL ' A DIVISION OF H.S.A., INC. C 4 JRC RFD 6/`!/02 HYBRID 7URNAROUND A 9No.38056� �� DWG. 8735P �o FG�STEQ �w MA. 01923 CHECKED. RFD PARLEE STREET EXTENSION 3 IRC RFD 6/4/02 REWSED 7URNAROUND & PUMP LAYOUT g �� 235 NEWBURY STREET, DANVERS, JOB CU 2 JRC RFD 12/17/01 RE14SED LOT GRAD/NG ss�°NA�Ea VOICE (978) 777-3050, FAx (978) 774-7816 SALEM, MASS. NO. Ln co 1 JRC RFD 11/29/01 P.B. SUBMISSION /'- SCALE.-AS SHOWN NO. BY APP. DATE REAS/ON DESCR/PT/iON �- Civil Engineers, Land Surveyors & Environmental Consultants DA 7E• 11/27/01 PREPARED FOR.- LEDGEWODD HILLS REALTY TRUST 8735 Ur.. r,. A I ii 7 FOR REGISTRY USE ONL Y l CERTIFY THA T THIS PLAN CONFORMS TO THE RULES AND REGULA TIONS OF fi THE REGISTERS OF DEEDS. DA TE PROFESSIONAL LAND SURVEYOR 2010 TYPICAL PLASTIC � � tATE!RAtASTIC AssEMBt LATERAL INSTALLATION SDR 7 OR 11 HDPE PIPEY COMPRESSION / LID ASSEMBLY RIAL: POLYPROPYLENE PLUG 1-1/2 " s SOR 11 POLYETHYLENE PIPE FITTING WATER TIGHT LID. FRP SDR 7 OR..11 HDPE PIPE WITH PADLOCK (STANDARD) STRAIN RELIEF CORD A�CH PATTERN CONNECTOR COMPRESSION FITTING PROTECTIVE CABLE SHROUD / (FRP) a cum sox FIELD JOINT, REQUIRED POWER ALARM CABLE PGNE}7IAURM / - TO DtSCOH NtCT FOR MODELS TALLER 12-6 W/GND. CUBOX Xs1OWK P� ' THAN 2010 — 93 ' ecor�rnon ecwmFcov� on ec ITTNG �ssa+ �� • ELECTRICAL QUICK DISCONNECT co FoCER o•) EXTENSION TYPE CURB'BOX WITH ARCH PATITERN BASE (EQD) GRAVITY I�� MATERIAL: POLYPROPYLENE TO MAIN INTERNAL WELL VENT —— —— ' SOR 11 PEP GASKET CORE CONTROL COMPARTMENT 2.0" DIA. - r �•: ,r .s♦.-.- r.;.:.i.�f: • 24-30' 46'-66 BREATHER POLYETIMM PIPE SPLIT RING AVAILABLE LENGTHS..........18-24' 40-60' • A CURB STOP. CHECK VALVE 30-36- 52-72' INLET, GROMMET ASSEMBLY 30-48 52-84 TO ACCEPT 4.50" O.D. - • - . p - - 34-54' FULLY SEATED QUICK DISCONNECT ASSY. PVC PIPE (STANDARD). _ - _ °' _ _ •' _ D _ _ .- ♦ O POSITION (304 S.S.) DUST COVER SUPPLIEDFOR SHIPMENT (NOT SS CAST BALL VALVE / SUITABLE FOR BURIAL) •_ - _ - - _ _ _ eooY ° ' COMPRESSION ADAPTER FITTING 101/4"AFNPT 35 in - .t. _• _ c tr MATERIAL: POLYPROPYLEKE ALARM .898 mm _ - -� _ 1-1/4" DISCHARGE LINE TO INLET ° - - - - - * COMPRESSION ADAPTER FITTI THRUST RING ' • - . , . ° 1 7 O MATERIAL: POLYPROPYLENE _ _ _ r SDR 7 OR 11 I 1-1/4 MPT INSTALLATION STEPS (304 S.S.) _ - 51 41 in ON 650 mm - 1 HDPE PIPE 1040 mm CHECK VALVE 26 m ° -4_4 �-a L- -1A� = 1 (BY OTHERS) o COMPRESSION NUT (PVC) 47 al TO DISCHARGE OFF' 447 mm 1799E MODEIL 2010 SHOWN —— —— 1- Cut pipe square. 1 1 Illli 2- Make sure pipe is round, not flattened. g _ __ __ r!i• Clean off any dirt so that the surface is smooth 121 lal• ARCH BSeOXE ��' ANTI—SIPHON VALVE � 3- Insert pipe through compression nut. Position split ring on the end of pipe with the tapered end (PVC) _ • toward the compression nut. 3 INSTALL ALL UNDER GROUND PIPING Pt 14 in ASTM D 2321-89 1-U/2' SDR 7 0R t1 4- Slide compression nut over split ring and olign POLYETHYLENE PIPE 345 mm PNC ADAPTER/COUPLING it with the threads on the body. 30 DW in Ao•usT exTE1,SON ON asm eox (SVPIPLI_D BY OTHERS) 749 mm 24 gal. VATH CRAM i.TW��""" INSTALL GRINDER PUMP STATION PER COMPRESSION ADAPTER CHECK VALVE 5- Insert pipe into the body of the fitting until firmly seated. FITTING, MAST L: P-PP MATERIAL: GLASS FILLED PVC p p 91 L GRINDER PUMP INSTALLATION INSTRU�TIt 6- Tighten compression nut securely to the fitting body. SEMI—POSITIVE DISPLACEMENT TYPE PUMP U N F P�SOX BASE ova: e - INCLUDED IN LATERAL KIT VALVE CURB STOP WITH FEMALE PIPE THREADS L O CIP AND RATCHETING VALVE HANDLE DIRECTLY DRIVEN BY A 1 HP MOTOR MATERIAL: GLASS FILLED NYLON CAPABLE OF DELIVERING 9 m AT 138' T.D.H. TO VALVE E A TU STAT1otV�Y Roo APS wRS 01/06/97 - 3/i 9P TO YALVE ACTVATCR APS wP,S 01/06/97 - � 3/: PRECAUTIONS APs wRs 0I1/06/97 3/: (34 Ipm AT 42m T.D.H.) E.D.A. GAE 1 1/02/97 1 E 1 1/16OR BY CHKD DATE ISSUEJ SCA I DR EBY CHK'D DATE ISSUE 5Ci DR BY CHK'D DATE ISSUE SCP DR BY CHWD DATE ISSUE SCALE OVER VALVE BOX 1- Always pressure test for leaks prior to backfilling. NOTE: A CONCRETE ANCHOR -- e n v i r o n m e n o r env i r o n m e n t O r 2- Fittings can be damaged by improper env i r o n m e n t or IS REQUIRED TO PREVENT TANK FROM FLOATING. e n v ironment o n e __ CORPORATION PRESSURE RATING: 150 psi CORPORATICN handling. Protect threads. Do not drop. COI�ORATICN SEE INSTALLATION INSTRUCTIONS CORPORATION P Backfill and compact carefully per ASTM 02321 OR ••••t' •• TYPICAL PLASTIS LATERAL PLASTIC LATERAL ASSEMBLY so that fittings are not stressed by the weight SPECIFIC CUT SHEET MODEL 2010 INSTAILLATION, SUP, 7 OR 11 HDPE PIPE, ARCH 51 ASSEMBLY TO BE USED WITH 1-1/2" SDR 7 OR 11 1-1/2' SDR 7 OR '11 HOPE PIPE ARCH pATT of the earth. COMPRESSION FITTNG FOR SIZE AND WEIGHT OF ANCHOR / INSTRUCTIONS DETAIL SHEET PIPE ONLY 3- Protect ball valve assemblies from freezing. THINW BLOCK PA 1333 PO PA 1330 P02 Attempting e royci he open or close a frozenPA 1333 PCP ^ 090Q D0 •FOR ORDERING INFORMATION SEE PA1372POl LATERAL ORDER CODEvalve will des,ro the valve /`1V I •FOR OROcP.ING IN^ORMATION SEE PA1372P01 LATERAL OROt:P, C0� • w z-', H U O U7 Q CD r • Z H cc U-1 U-1 Z D F--1 U' Z w ]C U O U �I Z I Q i CL O O CU (D lf7 clu SCALD1 " = 20' Co 0 10 20 40 80 • CITY OF SALEM PLANNING BOARD DESIGN.• JRC clu H2WCOICK SHEET Ln ORA WN.• FBF 1N of IRp� 'n Associates GRINDER PUMP DETAILS 5 OF 8 cr) �,, �� Engineering DWG. 8735D o� JAMES R. GN A DIVISION OF H.S.A., INC. Pr4RLEE STREET EXTENSION 4 JRC RFD 6/7/02 HYBRID TURNAROUND COMEAU CDC)3 JRC RFD 6/4/02 REVISED TURNAROUND & PUMP L.AJOR YOUT 1 U NCIVIL y 235 NEWBURY STREET, DANVEIRS, MA. 01923 CHECKEDWT L C .0 9F Pio �� VOICE (978) 777-3050, FAX (978) 774-7816 SALEM, MASS. NO. aj 2 JRC RFD 12/17/01 REVISED LOT GRADING "s cis �,��' SCALE. AS syowN 8735 1 JRC RFD 11/29/01 P.B. SUBMISSION s NO. BY APP. DA TE RE14SION DESCRIPTION Civil Engineers, Land Surveyors & Environmental Consultants DA TE. 11/27/01 PREPARED FOR.• LEDGEWOOD HILLS REALTY TRUST y GENERAL NOTES 1. This plan will accompany a Notice of Intent filed with the Salem Conservation Commission and Massachusetts Deportment of Environmental Protection. • 2. Wetland limits on site were delineated by Rimmer Environmental Consultants, dated 10/2000 & Hancock Environmental Consultants, dated 1/2001. CONSTRUCTION /N AREAS TO PLANTED AOR UNIMPROVED AREAS CONSTRUCTION /N AREAS TO BE PA VED J. Erosion control shown hereon shall be installed before earth disturbance occurs within buffer zone and shall serve as the limit of work. • 4. All exposed finish grade surfaces within the buffer zone shall be loomed, seeded and mulched. LANDSCAPE SURFACE RES TORA TION PA VEMENT 5. Locations of existing underground utilities/obstructions/systems shown hereon are TOPSOIL COMPACTED GRAVEL BASE approximate only. All utilities/obstructions/systems may not be shown. Contractor shall be •_ a , responsible for locating and protect/ng all underground utilities/obstructions/systems, ,o. whether or not shown hereon. oo•:°A•0•.Ell: �_II_II_I . A • -:>.o:•o:o oa•�•.,8,• .:: FOR REGISTRY USE ONLY 6. Unless otherwise shown, all new utilities shall be underground. o II—III—III-III - k FINAL BACKFILL v I I 1=1 11—I I III=I i -III—I l CERTIFY THA T THIS PLAN CONFORMS 7. Safetymeasures, construction methods and control of work shall be responsibility =111=111- 11 III=III=III=III TO THE RULES AND RES TONS OF P y a I I—III—III—I I I i l—I�I—I�I THE REGISTERS OF DEEDS of Con tractor: III=III—III III-111=III=1 f LA Y BACK W SIDE SLOPES OR :? ' PROVIDE STRUCTURAL 8. Contractor shall be responsible for repair and/or replacement of any existing improvements :::.,.�4.::.: . . . .>... .: . SUPPORT FOR Z damaged during construction that ore not designated for demolition and / or removal 1 -0 f2 ..,t..S E OTE TRENCH WALLS DATE PROFESSIONAL LAND SURVEYOR hereon. Dama ed im rovements shall be re aired to the satisfaction of their IlNITIAL BACKFILL _ : ` PER OSHA 9 P P `' '� " `'' REOU/REMENTS respective owners. PIPE 27ONE r SPR/NGL/NE 9. Where existing utility Tines structures ore to be cut/broken down/ abandoned, lines/structuresi AA shall be plugged/copped Li/led in accordance with owner requirements. HAUNCH/NG ` DOUBLE FRAME & GRA TF MIN. 6" THICK SIE LEBARON LF 246 io BEDDING 10. In certain instances, in order to design gravity flow improvements, Engineer must BITUMINOUS 0 0 C 0 rely on pipe invert elevations obtained at accessible structures and/or record pipe CONCRETE COLLARFOUNDA T/ON STABIL/ZA T/ON slope data obtained from loco/ authorities. Prior to commencement of construction, 12" 1/4" TO 1/2" WHEN REOU/RED BY ENGINEER Contractor shall verify grades (via potholing or other methods) of existing gravity FRAME TO BE SET IN MIN. 2 COURSES OF OTHERWISE PLACE BEDDING ON �.•�.::, ...:;: SHAPE• BEDDING BY HAND TO F/T flow utilities intended to serve site and buildings, including sanitary sewer and FULL BED OF MORTAR CONCRETE BRICKS UNDISTURBED NATURAL SOIL g g y FOR GRADE ADJUSTMENTS BOTTONN OF PIPE, INSTALL PIPE storm drains. This work is necessary to ensure that adequate slope exists to allow ON STABLE BEDDING WITH UNIFORM drainage of sewer services, roof and floor drains to existing utility mains or to their BEARING UNDER FULL LENGTH OF NOTES.• final runoff destination. Should site conditions differ from design elevations shown " " SEAL ALL OPENINGS PIPE BARREL. [1] PLACE 3/4" MINUS GRADED GRANULAR BACKFILL AT hereon. 24 'E 1" WA TERIIGHT WITH aOPT/MUM MOISTURE /N HORIZONTAL 8 DEEP LOOSE LAYERS, 48"-1-1 D/A. NON-SHRINK GROUT COMPACT TO 95X PER ASTM D-1557. 11. Dimensions for curbing ore face to face. HOOD — 2 MINIMUM W1DTH OF TRENCH MEASURED A T THE LOWEST INVER OUTLET PIPE FOUNDA TION, BEIDD/NG AND BACKFILL MA TER/ALS �SPRINGLINE OF THE PIPE, INCLUDING ANY 12. Elevation datum is City of Salem Base. 3" MAX PIPE MA TERIAL HDP, PVC RC, DI NECESSARY SHEA THING 13. Contractor shall contact Di -Safe for underground utility marking at 1-888-344-7233 y MORTAR ALL JOINTS FOUNDATION �6J �6J S T l.D. W1DTH 9 9 �' 9 STABILIZA TION LESS THAN 21" D.D. + 12" at least 72 hours prior to commencement of any work. COMPACT STRUCTURE p BEDD/NG �1J [1J 21" TO 42" O.D. + 24" BACKF/LL TO 959' Z 5" MIN. " " •GREA TER THAN 42 0.A + 30 14. Contractor shall coordinate and obtain all construction permits required by PER ASTM D-1557 11 HAUNCH/NG regulatory authorities. v 4,000 P.S./. PRECAST [3] INSTALL PIPE IN CENTER OF TRENCH. CONCRETE CONFORM/NG WITH 1N/17AL BACKFILL [4] /N PLANTED OR UNIMPROVED AREAS, USE 15. Contractor shall make himself aware of al/ construction requirements, conditions, 6" ASTM C-478, REINFORCING ON-S/ TE EXCA VA TED MA TER/AL FOR FINAL and limitations imposed by permits and approvals issued by regulatory authorities Q MIN. ko Z PER ASTM A-185 FINAL BA [4] [4] BACKFILL. COMPACT E 9, PER ASTM prior to commencement of an work. m D-1557. /N PAVED AREAS, OBTA/N ENGINEER P )' �- $"�� e� 6" DEPTH OF 2" MIN APRO VAL OF ON-S/TE EXCA VA TED MA TER/ALS o8e MINUS CRUSHED STONE PIPE COVER 151 151 FOR USE AS F/NAL BACKF/LL 16. Al/ work outside of building that is less than 10 feet from the inside face of buildings [5] MIN/MUM COVER OVER TOP OF PIPE.• foundations shall conform with the Uniform State Plumbing Code of Massachusetts, 248 CMR 2.00. UNDISTURBED SOIL OR PIPE MA TERIAL HDP, PVC RC, D/ SUBG;RADE COMPACTED TO 959 WA TER 5'-0" 5=0" 17. A// water services shall be 1" coppe'r, 5' cover(min.). PER ,ASTM D-1557 SEWER 4=O" 4'-0" DRAIN NO 7F. CONICAL TOP MA Y ALSO BE USED [6] FOR FOUNDA TION STABILIZA TION, USE 2" MINUS CRUSHED STONE. 2 X2 X4' WOODEN POST DOUBLE GRA TE CA MH BASIN WITH HOOD PIPE TRENCH —� TYPICAL CROSS SECTION TYPICAL CROSS SECTION PROTECTED AREA � DRIVE WOODEN STAKESNOT TO SCALE ' NOT TO SCALE M/N. 6" INTO GROUND FX TER FENCE I I I III I I I I 85FLL COVER �_\ GRADE III VARIES (16" MIN.) �o. .. 0600 0 0 °O0 0 o 00 0 h ° °00 ° N 0 0 0 00 GROUND SURFACE ��' o 0 0 0 0 0 ° o 0 0 00_0 0 " i 1 112-2" " U, 36 TYP. a 8" I J , STRA W OR HA Y BALE Q CRUSHED I- ) 48 BOTTOM OF STONE EL. (VAR/ES) STONE 58" N CD ,QG — E.S.H.G.W. NO � � � 5;k 1. ALL PIPE SLOPES IN AND OUT OF RECHARGER Z UNITS SHALL BE SET A T 1.0 9a i,. CUL TEC 180 HD RECHANGER UNITS w PLACE 6" OF FABRIC ALONG TRENCH BOTTOM, 6" (OR APPROVED EQUAL) CD z BACKFILL AND TAMP. NOT TO SCALE CV N HA YBALE AND SIL T FENCE BARRIER CD CROSS SECTION SCALE. 1 " = 20' y NOT TO SCALE co 0 10 20 40 80 CD C/TY OF SALEM PLANNING BOARD DESIGN. ✓RC JN OF M4 co CONSTRUCT/ON DETA/LS SHEET M `��g� 04 DRA WN.• FBF 6 OF 8 JAMCOMES R. c� Engineering Associates PA " EE STREET EXTENSION 4 ✓RC RFD 6/7/02 HYBRID TURNAROUND SA S civic y A DIVISION of H.S.A., INC. DWG 873501 CD No.38058 CD 3 ✓RC RFD 6/4/02 REVISED TURNAROUND & PUMP LA YOU A9o�9Fc,STEP�� e 235 NEWBURY STREET, DANVERS, MA. 01923 CHECKED: RFD JOB cu • 2 ✓RC RFD 12/17/01 REVISED LOT GRAD/NG oR�a�E� VOICE (978) 777-3050. FAX (978) 774-7816 SALEM, MASS. NO. SCALE. AS SHOWN 1 JRC RFD 11/29/01 P.B. SUBMISSION . �. 8735 NO. BY APP. DA TE REVISION DESCRIPTION Civil Engineers, Land Surveyors & Environmental Consultants DA TF• 11/27/01 PREPARED FOR: LEDGEWOOD HILLS REALTY TRUST __ i W APPLY FULL COVERAGE TACK COA T A T ✓0/NT COMPAC170N REQUIREMENT 2"CL BOURSE 4 0 18" EACH WAY 4000 PSI CONCRETE NON-SKID THICKNESS FINISH 1 1/2" TOP ;:.�: .;'>� ::.:::,.::•: :::.; �;-:.,'::.::.:.::. °...' .,:'.:.::..; .,. , TEST PER AASHTO T166. SEE NOTE [1•j " 3" BINDER e °.^� '' e .p TEST PER AASHTO T166. SEE NOTE [1] a 24 D/A. ORIFICE/GRA TE " y o� ., �!o�; o! .: :' 4 " 3x3 CONCRETE CODER TOP OF BERM 3 COMPACTED PROCESSED ;• °° 9598 TEST PER ASTM D-1557 4 v 4 _\ EL. 103.5 o ,• .� '' °• :.. 2"CL (TYP) a E. 102.5 GRA VEL BASE PER MHO M2.01. - a 12" COMPACTED BANK RUN Qt 1. .O °�: 1!:;O o sloe" O0.- 95z., •: e oeoo• oe ••• oe •. .: a • . o 959., TEST PER ASTM D-1557 • %GRAVEL BASE PER MHD M1.03.0 Q• •O �• ° ; • . O .• ' , •' % / / °° Q!o0aoeeeo . "" • • \/\ :e e oa os a o •• • a " o.e: 6 ••TYPE b, 3 LARGEST STONE r\\ � //�/ TEST PER ASTM D-1557ZIRSED OR \\ ��\,� e e oe� e° _.e - � \ • SLOPE COM UNDACTED SUBGRADE \/\/\\/�\��\�\L`�\��\��\��\'/\\/\\/�\/ r�\��\/�/��/ 3/4" MINUS DENSE GRADED CRUSHED STONE \��<\ll 6"(T�) 3 [3] COMPACT TO 953. PER ASTM D-1557. a MA If TER/AL SPECIFICA 110N MA MUM AGGREGA TE OR UNDISTURBED EARTH OR PREPARED SUBGRADE FOR REGIS TRY USE ONL Y PARTICLE SIZE (IN.) COMPACT TO 959' PER ASTM D-1557. / CER77FY THAT THIS PLAN CONFORMS TOP - BITUMINOUS CONCRETE MHD M3.11.03 1/2 TWIN 8" Cl PIPES, S= 2.09' TO THE RULES AND REGULA 77ONS OF E . CLASS /, TYPE /-1 CEMENT CONCRETE WALK THE REGIS7FRS OF DEEDS. BINDER— B17UM/NOUS CONCRETE MHD M3.11.03 1 TYPICAL CROSS SECTION 8" DIA. ORIF/CE CLASS /, TYPE /-1 ' NOT TO SCALE " 3-0 � FLOW BASE - GRA VEL BORROW[2] MHD MI.03.0 TYPE C 2 E. 101.0 EL. 101.0 DA 7F PROFESSIONAL LAND SURVEYOR SUBBASE - GRAVEL BORROW MHD Ml.03.0 TYPE C 2 EL. 100.5 UNSUITABLE SUBGRADE - ORD/NARY BORROW MHD M1.01.0 12O a a 2 8" Cl PIPE BOTTOM OF N j Nom- � DE7FN 170N . : POND •a [1] COMPACT TO TEST AVERAGE OF 95C, NO 7FST LOWER THAN 939' O SPA 8-3/4"0, L=6" ' ° , n' ' . ` 6" CRUSHED " �i �1 : . [2] ACCEPTABLE SUBS 777UIF MA 7FRIAL: 3/4 MINUS DENSE GRADED CRUSHED STONE. o " L ANCHOR BOLT FAS7ENERS STONE SUBGRADE 3 - 1 � S1FEL BARS f' � TYPE M (TYP) [3] PUL VERIZE EXIS77NG B/T. CONC. PA VEMENT PLACED ON EACH SIDE BITUMINOUS CONCRETE PA I/EMENT f" DEEP CUT TO HOLD GRA IF SECTION & ELEI/A TION TYPICAL CROSS SECTION W NOT TO SCALE .. Q DETENTION POND OML-7 STRUCTURE � o N NO T TO SCALE _ #__Z_4_ 3=6" x J -6` WELDED MCNICHOLS GW75 4 18" EACH WAY STA/NLESS S7FEL GRA 7F OR APPROVED EQUAL # 4000 PSI CONCRE7F TYPE 304 BAR 3/4 x3/16 2" CL. 4" SPACING W/ANCHOR BOLT FAS77VERS (TYPE M) 114 ° • n 4 PLAN ' 4 v v v 4 6" GQ 4 Q . va DETENTION POND OUTLET STRUCTURE • " NO T TO SCALE GRANULAR BASE SEE TABLE FOR ICOMPAC7FD TO 959' T EMBANKMENT MA TERIALS IMPERVIOUS CORE _ iPER AST V D-1557 EMBANKMENT TOP =C KEY U/NDIS7URBE0 EARTH OR PREPARED 4" COMPACTED DEPTH LOAM & SEED DRY DUMPED STONE PER MHD M2.02.3 6" .DIA. Dl 2(Dl)+SPA CIING+L So08GRADE COMPACTED TO 957. FOR DETENTION POND EMERGENCY SP/LL WA Y AND _ P'ER AS7A�1 D—1557. ,3 SEDIMENT POND SPILL WA Y ONL Y. ' „ STRIP AND STOCKPILE )�— ,3 4 TOPSOIL COII NCRETF PAD TOP 1.5' —� 1 DETEW T/ON BASIN TYPICAL CROSS SECTION _ — NOT TO SCALE TOE OF EMBANKMENT _ GRA VEL [5� E_XIST_lNG GRADE -- ° EXCA VA 7E KEY 2' MIN BELOW SUBGRADE 8' WDE KEY L SU66RADE = EX/STING EMBANKMEN T MA TERIAL S GRADE —1.5' PLAN 4 x12" SPLIT--FACED GRANITE COMPACTION CURB, FULL MORTARED JOINT' MAX PARTICLE LOOSE LIFT REQUIREMENT / FINISH GRADE (MHO TYPE SA) L OCA TION MA 7FR/AL SIZE (IN) THICKNESS (IN) (9' MOD[�1) 6"MIN 45' KEY NAI 77VE PARENT 6 12 MAX 92131 DRY DUMPED STONE RIPRAP / / / /� /• RN/SH GRADE SOIL[21 FLOW PER MHD M2.02.3 TOP COURSE .°o• /�\�IN7REA 7FD BASE COURSE EMBANKMENT NAI 77VE PARENT 6 12 MAX 92[3] 6 DIA. w BINDER COURSECOMPAC7FD TO 959' PER SOIL [�1 • ° ot ;. • • °°° 00 ASTM D-1557. (SEE PAVEMENT LOAM COVER NA T/VE TOPSOIL 1 8 MIN 80 e. *0, •° .. I• �. o — . • f .o CD GRA 1/EL BASE..° ° '. ° ° •,. SPECIFICA 710N FOR BASE Cf) °o.°o o .0''0 °• COURSE MA [31 COMPACTED e.o, e ) IMPERVIOUS CORE SOIL WITH A T LEAST 6 12 MAX 92 S. Y, 3090 CLAY AND 3000 P. GRAVEL BASE RIPRAP OUTLET APRON w CEMENT CONCRE7F " SIL T CONTENT [l] 8" Dl, L= 5' Uj 14 SUBGRADE COMPACTED TO 9590 z MIN. PER ASTM D-1557 [11 MOD: MAX/MUM OR Y DENSITY. 8SC770N "' [21 A CCEP TABLE TO ENGINEER. SLOPED GRANITE CURB NOTES- Z [31 COMPACT TO LEST A VERA GE OF 9290' NO TEST LESS THAN 909: CROSS SEC TION [1] FOR SPECIFIC LOCA TION, SEE GRADING PLANS. NOT TO SCALE [41 REFER TO SHEETS 1 & 2 FOR ELEVA 1701VS N 15112" GRAVEL SHALL CONFORM TO MASSACHUSETTS HIGHWAY DRAIN OUTLET AND APRON CU DEPAR7MENT MA TER/AL SPECIFICA TION Ml.03. 1 63 TYPICAL CROSS SECTION DETEN770N BA 8//V DIKE SCALE: 1 " = 20' NOT TO SCALE CROSS SECTION 0 10 20 40 80 NOT TO SCALE CITY OF SALEM PLANNING BOARD •� DESIGN. ✓RC CD `�of r,��„`\'�•�, HANCOCK W �� p�G DRAWN.• FBF CONSTRUCT/ON DETA/LS SHEET rn JAMES R. cr o Co��EA� N Engineering associates 7 0 8 CD v CMI. A DIVISION OF H.S..A.. INC. Owc. 873501 PARLEE STREET EXTENSION 4 JRC RFD 6/7/02 HYBR/D 7URNAROUND No.38056 CD 1` 3 JRC RFD 6/4/02 REVISED TURNAROUND & PUMP LAYOUT A'o,�'op ,at 10 235 235 NEWBURY STREET, DANVERS, MA. 01923 CHECKED: RFD JOB CD 2 ✓RC RFD 12/17/01 REVISED LOT GRAD/NG Q �sS�0NALEVOICE (978) 777-3050, FAX (978) 774-7816 SALEM, MASS. NO. Ln SCALE. AS SHOWN 1 ✓RC RFD 11/29/01 P.B. SUBMISSIONco 8735 NO. BY APP. DA TE REWS/ON DESCRIP77ON (2- Civil Engineers, Land Surveyors & Environmental Consultants DA 7F• 11/27/01 PREPARED FOR.• LEDGEWOOD HILLS REALTY 7RUST 0 i !� FRAME & COVER SIE LEBARON LA 246 WITH 3" LETTERS "DRAIN" MIN. 2 COURSES OF CONCRETE FRAME TO BE SET /N 12" 1/4" TO 1/2" BRICKS TO BE USED FOR ' FULL BED OF MORTAR • AWWA C-502 HYDRANT WITH ONE MIN. 6" THICK BITUMINOUS GRADE ADJUSTMENTS " 4 1/2" OUTLET, TWO 2 1/2" OUTLETS, CONCRETE COLLAR SEAL ALL OPENINGS 5 1/4" VAL VE OPENING WA 7ER77GHT W TH COMPACT STRUCTURE BACKF/LL, NON-SHRINK GROUT 3'U/1V CLEAR PUMPER NOZZLE TO FACE ACCESS LANE TO 959' PER ASTM D-1557 t 5" MIN/MUM • 4 MIN.- 6" NON-RISING STEM RG X M✓ AUXILIARY 3„ MIN .15' MA `O o VAL VE /N VAL VE BOX ° MANN LE STEPS 48"f 1 Jr DIA 4,000 P.S./. PRECAST CONCRETE CONFORM/NG WITH MAX -- N ,t A T 12 O.C. FOR `, ASTM C-478, REINFORCING f7NlSH GRADE STRUCTURES OVER PER ASTM A-185 6 FEET, RIM TO INVERT FOR REGISTRY USE ONL Y RRE HYDRANT DRAIN CONCRETE THRUST BLOCK FLOOR OF STRUCTURE TO SEAL ALL OPENINGS o -� / CER 11FY THAT THIS PLAN CONFORMS W BE HEADERS LAID FLAT TO THE RULES AND REGULA TIONS OF LOCATED IN BASE OF j WA TERTIGHT WITH V W / D HYDRANT ° NON-SHRINK GROUT ; 6" ��; BRICK CH/PS & MORTAR THE REGISTERS OF DEEDS. CONCRETE THRUST ° ° ° o ° M✓ MJ fZG h �-MIN OR CEMENT CONCRETE o BLOCK POURED /N ;: . + _ y v mo Z s o ' PLACE ��, '�� •� � '-� � o ��sso `O� �o� DA 7F PROFESSIONAL LAND SURVEYOR INVER7FD ARCH WITH • UNDISTURBED BRICKS LAID ON EDGE EARTH ° ° ° k 6" DEPTH OF 2" MINUS CRUSHED STONE UNDISTURBED SOIL OR j MJ X MJ X FL TEE SUBGRADE COMPACTED TO 95� MIN. 4 CU. FT. 6" D/A. DUCTILE IRON SPOOL �" PER ASTM D-1557 2" MINUS SOLID CONCRETE PIECE, LENGTH AS REOP. CRUSHED ROCK BLOCK NO TE CONICAL TOP MA Y ALSO BE USED FIRE HMDANT ASSEMBLY DRA/N MANHOLE TYPICAL CROSS SECTION TYPICAL CROSS SECTION NOT TO SCALE NO T TO SCALE I ' 4 NO TE.- FOR TEE PROVIDE THRUST BLOCKING FOR BRANCH SIZE. %• a '.^.::ice;��:. ; .,r.• _ PLUG - B/3 MIN. I /A 3/4" EX7FRIOR PLY 12" SQUARE MIN. FOR 12" & UNDISTURBED EARTH SMALLER. (MUST BE GREA 7FR THAN OR EQUAL TO PIPE •''. "• V/SQUEEN BARRIER .j�"•' IAMF7ER.1 •' : a.. BETWEEN PIPE & ICON ; •y+. A TEE TEE PLUGGED BEND 01MENSION FOR THRUST BLOCKING F/TTING 7FES .& PL UGS' 90' BENDS 45' BENDS & "Y's" 22 112 BENDS SIZES A B A B A B A B 4" 1'-6" 1'--6" 1'--6" 1'-9" 1'-3" 0'-6" 1=0" O=6" 6" 2'-0" 1'-0" 2=O" 2=O" 1'-3" 1-6"` 1'-0" " ! " J !I ! " J " I 111 8 2!-O*' 1 -6 2t-J'" 2-3 1 -8 1-8 1I-O" 1 -3 10" 2'--6" 2=X' 2t--9" 2=10"` 2'-3" 1=10" 1'-3" 2=0" 12" 3'-0" 2=9" J=6"` X-3" 2=6" 2t--4v 2'--O" 1=6" 14" 3'-5" X-0- 4t-0"- X-8- 3'-6" 2'-4" 2'-0" 2'-3" r� w 1. 7N/S TABLE /S BASED ON 200 P.S./. MAIN PRESSURE AND 2000 P.S.F. SOIL ' C--) BEAR/NG PRESSURE. ADJUST BEARING AREAS /N ACCORDANCE WI7H SOIL + COND177ONS AND PRESSURES ENCOUN7FRED. Z 2. USE WSOUEEN BARRIER BE79EEN PIPE AND CONCRE7F AS SHOWN /N DETAIL ABOVE. Q 3. CONCRE7F SHALL HA WE A COMPRESSIVE S714ENGTH OF 2500 PSI A T 28 DA YS. U-1 4. BLOCKING S/ZE/FREOUENCY SHALL BE INCREASED IF REOU/RED BY ENGINEER. ; Z LD I Z UJ Y V O U ' Z Q THRUST BLOCK SCHEDULE N CD NO T TO SCALE SCALD 1 " = 20' 0 - 10 20 40 80 m CU I C/TY OF SALEM PLANNING BOARD DESIGN: ✓RC LC) m ��jN ��s�cti DRAWN.• • FBF CD CF CONSTRUCT/ON DETA/LS T CT) Engineering dissociates 8 OF 8 JAMES R. GN DWG. 873501 PARLEE STREET EX TENSION CL) 4 JRC RFD 6/7/02 HYBRID TURNAROUND A coMEAu � A �HsIori of H.s�.A., INC. CIVIL y CHECKED: RFD r_- 3 ✓RC RFD 6/4/02 REVISED TURNAROUND & PUMP LAYOUT .o No.38056 Q, 235 NEWBURY STREET, DA'�NVERS, MA. 01923 1 � - 2 JRC RFD 12/17/01 REVISED LOT GRAD/NG 9 G JOB �o� FCISTeP�� VOICE (978) 777-3050, FAX (978) 774-7816 SALEM MASS. M Sior1 E� SCALE•• AS SHOWN NO. 1 ✓RC RFD 11/29/01 P.B. SUBMISSIONco �� NO. BY APP. DA IF REVISION DESCR/P77ON Civil Engineers, Land Surveyors 8k Environmental Consultants DA TE. 11/27/01 PREPARED FOR: LEDGEW000 HILLS REALTY TRUST o