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37 INTERVALE ROAD - BUILDING INSPECTION T7 Sr,+;e p-V IPI PG,j 51!ll'a UPC 10330 No. 163L HASTINGS.UN T J OP-2002-0070 Building Permit No.: 260-2001 Commonwealth of Massachusetts City of Salem BUILDING,ELECTRICAL&MECHANICAL PERMITS DEPARTMENT This is to Certify that the RESIDENCE located at Dwelling Type 0037 INTERVALE ROAD in the CITY OF SALEM ----------------------------------------------------------- -------------------------------------------------------- Atloress Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY New single family dwelling This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires ----------------------------------------- -- unless sooner suspended or revoked. E)piration Date -------------------------- ------------------------ Issued _ -_ _ __-__--_-Issued On:Fri Feb 22,2002 ---------------- y --- GeoTMS®2002 Des Lauriers Municipal solutions,Inc. ------------------------------------- -------------- 0037 INTERVALE 90 AD 260-2001 GIS# 8765 ,,.:; COMMONWEALTH OF MASSACHUSETTS Map: Block: 21 ,r CITY OF SALEM Lot �.�� 0068 Petrmt t Building. , Category:,' 101 New Single familBUILDING -PERMIT Permit# 260-2001 Project# JS-2002-0500 Est. Cost: $100,000.00' fFee $605.00PERMISSION IS HEREBY GRANTED TO: Const. Class:, Contractor: License: IUse Group HOMEOWNER Lot Size(sq:''ft.):. 7973 ',11'owner: BLACKLER THOMAS P Zoning: Rl Ututs�Gatned: PP A ltcatzt: Edward&Patricia Connor, AT. 0037 INTERVALE ROAD Units 1 ost: _ __i ISSUED ON: 04-Oct-2001 EXPIRES ON: 04-Apr-2002 TO PERFORM THE FOLLOWING WORK: Cmrtructctc Inplefxmih•dweiin rpias `-r-�tcd. ?'.:;. POST THIS CARD SO IT IS VISI ROM THE STREET Inspector of Plumbing Inspector of Wiring laspector of Buildings _ Underground: u1 Service: .2 02/0.��/ eter. Footings: Foundation: ouglI: Rough: s/ /,fJ, � House# Rough Frame: Finah / D Final: FireplaceChimney: Insulation: Fire e�tar ent Board of Health Final: 0,14 Z F(z o) Rough: Oil: 6 AL Treasury: tic Final: Smoke: /1 hell wa4er Excavation: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIO I Y ITS RULES AND REGULATIONS. Signature: - Fee Type: Receipt No: Date Paid: Check No: Amount: BUILDING REC-2002-000541 04-Oct-01 01 $605.00 Call for Permit to Q'ccupy CeoTMS®2001 Des Lauriers Municipal Solutions,Inc. -- j Y u V32WE AO CITY OF SALEM BUILDING PERMIT i f, a CITY OF SALEM, MASSACHUSETTS DEPARTMENT OF PUBLIC SERVICES 3 120 WASHINGTON ST. - 4TH FLOOR SALEM, MA 01970 STANLEY I. BORNSTEIN, P.E., P.L.S. DIRECTOR OF PUBLIC SERVICES / CITY ENGINEER STANLEY J. USOVICZ, JR. TEL. 978-745-9595 EXT. 321 MAYOR FAX 978-745-0349 January 7, 2002 K&B EXCAVATING 105 Mason Street Salem, MA 01970 REGISTERED MAIL RE: Drainlayers' License- 37 Intervale Road Dear Mr. Brennan: Please be advised that your Drainlayers' License in the City of Salem is SUSPENDED pending a hearing with the City Council (Ord. Sec. 46-116) for permanent revocation. Please Cease and Desist any ongoing or planned work until the hearing is completed and a final determination is made (Code 1973 * 23-15). This is your third incident within the last two years where you have performed work without a Street Opening Permit. Very o' s, y Bo P.E. / v ector o lic Services/City Engineer CC: Mayor City Clerk Debra Burkinshaw Committee on Ordinances, License &Legal Affair City Council Joe Nerden Tony Furnari Peter Strout Robert Gates CITY OF SALEM, MASSACHUSETTS DEPARTMENT OF PUBLIC SERVICES • 120 WASHINGTON ST. - 4TH FLOOR SALEM, MA 01970 STANLEY 1. BORNSTEIN, P.E., P.L.S. DIRECTOR OF PUBLIC SERVICES / CITY ENGINEER STANLEY J. USOVICZ, JR. TEL. 978-745-9595 EXT. 321 MAYOR FAX 978-745-0349 10-14-99 01 K& B EXCAVATING 61 Mason St. Salem Ma. 01970 REGISTERED MAIL RE: Drainlayers' License 12 Beach St. Dear Mr. Brennan Please be advised that your Drainlayers'License in the City of Salem is SUSPENDED pending a hearing with the City Council(Ord. Sect 46-116) for permanent revocation. We have tried to reach you by phone twice in the last several days without success. Please Cease and Desist any ongoing or planned work until the hearing is completed and a final determination is made(Code 1973 * 23-15). This is your second incident within the last two years. Very truly yours, Stanley Bornstein P.E. Dir. of Public Services/City Engineer CC: Mayor City Clerk Burkinshaw Councilor Hayes City Council Collins Bryson/Furnari J CITY OF SALEM, MASSACHUSETTS DEPARTMENT OF PUBLIC SERVICES • i 120 WASHINGTON ST. - 4TH FLOOR SALEM, MA 01970 STANLEY 1. BORNSTEIN, P.E., P.L.S. DIRECTOR OF PUBLIC SERVICES / CITY ENGINEER STANLEY J. USOVICZ, JR. TEL. 978-745-9595 EXT. 321 MAYOR FAX 978-745-0349 ADVISORY TO DRAIN LAYERS IN THE CITY OF SALEM JAN 1, 2002 It is necessary to apply for a Drain Layers License(ORD. 46-116) each year. This application(including a$5000 Bond) is due in November and costs$100.00. An application and instructions are available at the Department of Public Services 120 Washington Street,4°i floor. Phone number is 978-745-9595 ext. 321. This License ONLY allows you to work in the City for one year starting in January and ending in December and is NOT a"Street Opening Permit" (ORD Sec. 38-190, 38-229 and Sec 46). EVERY excavation in a sidewalk, street or City property including easements requires a "Street Opening Permit". This includes but is not limited to water,sewer, gas, electric, paving, easements and cable TV. Permits are issued at the above address for each utility and a fee is charged based on the scope of work to be done. In order to obtain this permit, prior to starting a project,the applicant must present the following: 1. Proof of having a Drain Layers License. 2. A plan to scale showing ALL existing and proposed structures and utilities including sizes. 3. The plan must be stamped by a Registered Professional Engineer or Architect. FAILURE TO OBTAIN A"STREET OPENING PERMIT" WILL RESULT IN THE LOSS OF YOUR"DRAIN LAYERS LICENSE". ALL EXCAVATIONS MUST BE INSPECTED PRIOR TO BACKFILLING. NOTE: NO EXCAVATIONS ARE ALLOWED BETWEEN NOVEMBER 30TH AND APRIL IST WPTHOUT PERMISSION OF THE DIRECTOR If the contours of the land being worked on are changed more than 2 feet a"Drainage Alteration Permit" (ORD.38-286-290) is required. This plan will have existing and proposed contours and be stamped by a Registered Professional Engineer and must be approved prior to starting. All questions should be referred to the Department of Public Services prior to starting a project. JOINT VENTURE AGREEMENT OF INTERVALE/RIVERVIEW FORCED MAIN ASSOCIATION WHEREAS, Peter K. Strout and Kathie M. Strout (hereinafter referred to as "Strouts") are the owners of realty located at 29 Intervale Road, Salem, Essex County, Massachusetts; and WHEREAS, Kevin T. Daly and Maria Daly(hereinafter referred to as "Dalys") are the owners of realty located at 33 Intervale Road, Salem, Essex County, Massachusetts; and WHEREAS, Michelle Girard (hereinafter referred to as "Girard") are the owners of realty located at 20 Intervale Road, Salem, Essex County, Massachusetts; and WHEREAS,Peter Dilsso and Lisa Dilsso (hereinafter referred to as "Dilssos") are the owners of realty located at 19 Intervale Road, Salem, Essex County, Massachusetts; and WHEREAS, Robert Hamel (hereinafter referred to as "Hamel") is the owner of realty located at 27 Intervale Road Street, Salem, Essex County, Massachusetts. WHEREAS, John R. Connor (hereinafter referred to as "Connor") is the owner of realty located at 41 Intervale Road, Salem, Essex County, Massachusetts, and WHEREAS,the said Strouts, Dalys, Girard, Dilssos, Hamel, and Connor are the owners of a private sewer pumping system located on Intervale Road and Riverview Street, Salem, Essex County, Massachusetts,as shown on a plan attached hereto and incorporated herein; and WHEREAS,the cost of installing said system amounted to the sum of Fourteen Thousand ($14,000.00) Dollars for the cost and installation; and WHEREAS, Thomas P. Blackler (hereinafter referred to as "Blackley") is the owner of realty located at 37 Intervale Road, Salem, Essex County, Massachusetts. NOW,THEREFORE, in consideration of the mutual covenants contained herein, the said Strouts, Dalys, Girard, Dilssos, Hamel, Connor, and Blackler hereby agree as follows: 1. The undersigned do hereby associate themselves as a joint venture, for the sole purpose of managing the ownership and maintenance of said private sewer pumping system,hereinafter to be referred to as "The Intervale/Riverview Forced Main Association". 1 2. The said Blackler shall pay one-seventh of the costs associated with the installation of said sewer pumping system to the said Strouts, Dalys, Girard, Dilssos, Hamel and Connor, in the amount of $333.33 each at the time of execution of this Agreement. 3. The said Hartfa is hereby granted one y granted oneseventh ownership of said sewer pumping system arlP ' nted full rights of hook-up and use of said sewer pumping system. The said E cknowledge that his percentage of ownership may decrease with the addition of other parties to this agreement. 4. The said Strouts, Dalys, Girard, Dilssos, Hamel, Connor, and Blackler agree to hereinafter share equally all expenses associated with the maintenance of said sewer pumping system. 5. Each owner reserves the right to separately dispose of his share of any real property associated with this agreement without the approval of any other owner 7 or management. However, such subsequent owner shall be bound by this agreement to the same exte�t s his predecessor in title., wif� Re eycei� ;Qn ')-S 51-"%ted in pl%r1g y6f hent rl 6. Death of insolvency of any individual owner or bankruptcy or attachment or other action shall not dissolve this agreement, it being provided that any heir, assignee, purchaser at judicial sale, purchaser from receiver, referee in bankruptcy or otherwise, shall acquire only the interest of such individual owner and shall thereupon become bound by the articles hereof the same as if he had signed the same at the inception. fAe 'f9 %h yyr-40rApf Cl Aere; ha 7. Any such owner or owners may grant permission to a public utility company or water company to enter upon said way, to install, repair, or relocate pipes, conduits, manholes, and other necessary appurtenances for transmission of sewer service in accordance with the company regulations. 8. The owners herein shall share equally all liability, damage, loss, claims, demands, and actions arising out or associated with the operation of the sewer pumping system. 9. The parties hereto collectively agree that any other abutters to said sewer pumping system will be allowed to hook up and purchase a pro rata share of the said costs of installation and any accumulated maintenance charges with the proceeds to be split equally amongst the present owners of the sewer pumping system. Each future owner shall be required to execute /an agreement similar in content to this agreement. 7,r F;cR.11y eychided h'ror, Nils 'pAr ' rp, fh 1 5 ,tplyod 5Ad'vPJ °n /9P/'9r1 O1 « Cedgroresy' 11 i1ed in t/�e 55ejt �e��5/_�v 0A s 2 10. The parties hereto hereby each grant to each other reciprocal easements necessary to effectuate this agreement and further agree to execute any and all documents necessary for recording in the Essex South District Registry of Deeds in order to make this agreement binding upon their successors in title to their respective realties. 11. This agreement shall be binding upon and shall inure to the benefit of the heirs, assigns, and successors in interest of theparties hereto. EXECUTED as a sealed instrument this�Oday of • , 2001. Awl eter K. Strobt V Kathie M. Strout 1�1 �1 &-ru, Kevin T. Daly Maria Daly Michelle Gira d Peter Dilsso is Disso l Robert Hamel n R. Com Thomas P. BI ler 3 COMMONWEALTH OF MASSACHUSETTS , ESSEX, SS /,1, 7 , 2001 Then personally appeared the above named Peter K. Strout and Kathie M. Strout and acknowledged the foregoing instrument to be their free act and deed, before me, Notary Public Commission Expires: JUDITH A. CONN Notary Public QOmmiaslon Expires Dec.6.2002 COMMONWEALTH OF MASSACHUSETTS ESSEX, SS /af $ , 2001 Then personally appeared the abo a evin T. Daly and Maria Daly and acknowledged the foregoing instrumen to b heir f ct a deed, before me, Notary Pu \My mm' sion Expires: COMMONWEALTH OF MASSACHUSETTS ESSEX, SS 2001 -� Then personally appeared the above named Michelle Girard and- acknowledged-the foregoing instrument to be her free act and deed, before me, Notary Public My CommissionRENNAN Notary Public My Ownihion Eqi n June 19, 20.03 COMMONWEALTH OF MASSACHUSETTS ESSEX, SS 2001 Then personally appeared the above named Peter Oilsso and Lisa Dilsso and acknowledged the foregoing instrument to be their free act and deed, befora me, Notary Public My Commission Expires: yAy pt{QUST9,2002 4 COMMONWEALTH OF MASSACHUSETTS ESSEX, SS , 2001 Then personally appeared the above named Robert Hamel and acknowledged the foregoing instrument to be his free act and deed., /before me, //►// T Notary Public My Commission Expires: ,uaYCU E�IRESfl0009T9,�2 COMMONWEALTH OF MASSACHUSETTS ESSEX, SS 2001 Then personally appeared the above named John R. Connor and acknowledged the foregoing instrument to be his free act and eed, before me, Notary Public My Commission Expires: 1000111110111111111118OWNMT9,2002 COMMONWEALTH OF MASSACHUSETTS—ESSEX,—SS""""" __ _ _____ _ � , 2001 Then personally appeared the above named Thomas P. Blackler and acknowledged the fo going instrum nt to be his free act and deed, before me, Notary Public My Commission Expires: DIANNE BRENNAN Notary Public My Can*ft BOW June 19, 20 5 D F clone sewers opo General Applications Operational Information The size,efficiency and operating Motor economy of the GP 2010 make it your 1 HP, 1,725 RPM, high torque, capacitor best choice for single dwellings, start,thermally protected, 120/240 V/60 waterfront property,subdivision Hz, one phase developments and marinas. The GP 2010 is ideally suited for both new and Inlet Connections existing communities. 4' inlet grommet standard for DWV pipe. Other inlet configurations available from Features the factory. The GP2010 Grinder Pump is a complete Discharge Connections t unit that includes:the grinder pump, Pump discharge terminates in 1-1/4'NPT check valve, HDPE(high density female thread. Can easily be adapted to polyethylene)tank and controls. The 1-1/4' PVC pipe or any other material GP2010 is packaged into a single required by local codes. complete unit, ready for installation. Discharge* All solids are ground into fine particles, 15 gpm at 0 psig allowing them to pass easily through the 11 gpm at 40 psig pump,check valve, and small diameter pipe lines. Even objects that are not g gpm at 60 psig normally found in sewage,such as plastic, rubber,fiber, wood, etc.are Overload Capacity ground into fine particles. The maximum pressure that the pump The 1-1/4'inch discharge connection is can generate is limited by the motor adaptable to any piping materials, characteristics. The motor generates a thereby allowing us to meet your local pressure well below the rating of the code requirements. piping and appurtenances. The automatic reset feature does not require The tough,corrosive resistant tank is manual operation following overload. made of corrugated HDPE. The optimum tank capacity of 70 gallons is based upon computer studies of water usage patterns. The internal check valve assembly, located in the Grinder Pump, is custom designed for non-clog,trouble-free operation. US&Foreign Patents Issued&Pending The Grinder Pump is automatically activated. It runs infrequently for very *Discharge data includes loss through check short periods. The annual energy valve,which is minimal. consumption is typically that of a 40 watt light bulb. Printed in USA,on Recycled Paper Units are available for indoor and outdoor PA1346P01 Rev.A 7/97 installations. Outdoor units are designed to accommodate a wide range of depths. LL_ JA ® ® co environment one CORPORATION 2010 WATER TIGHT LID, FRP GENERAL NOTES WITH PADLOCK (STANDARD) STRAIN RELIEF CORD �q`VV1 �2 P� �� m 1. Locations of existing underground utilities/obstructions,/systems shown hereon ore CONNECTOR \ V�95� VHF oA 111�� a approximate only. All utilities/obstructions/systems may not be shown. Contractor shall be s �o --- responsible for locating and protecting al/ underground utilities/obstructions/systems, whether or not shown hereon. PROTECTIVE CABLE SHROUDa� P6 Z Unless otherwise shown, a// new utilities shall be underground. FIELD JOINT, REQUIRED (FRP) INTERNALE ROAD a'�F FOR MODELS TALLER �-� g6S /� 3. Safety measures, construction methods and control of work shall be responsibility POWER/ALARM CABLE (40' WIDE) THAN 2010 - 93 t/+� of Contractor: 12-6 W/GND. (FKA. RIVERVIEN STREET) INV.=-97 (SEE NOTE 11) #1 5 4. Contractor shall be responsible for repair and/or replacement of any existing improvements USE ALARM PANEL, MODEL 250-1 ® PRnf�POSED�S/LT FENCE 98 ELECTRICAL QUICK DISCONNECT g� 00 * ■ damaged during construction that ore not designated for demolition and / or removal c (EQD) (VISUAL & AUDIBLE ALARM) 100' 99.5 �� 9g.5 ---�r gg 6 hereon. Damaged improvements shall be repaired to the satisfaction of their a INTERNAL WELL VENT ^BIT. CONC ROAD -��/'� #2A �� respective owners. CORE CONTROL COMPARTMENT 2.0" DIA. 99.5 INSTALL THRUST BLOCK a _ 9-- 99 7 � rn 5. Any intended revision of the horizontal and/or vertical location of improvements to BREATHER EXISTING 3 �iA FORCE 11A IN -: gQ A be constructed as shown hereon shall be reviewed and approved by the Engineer prior INLET, GROMMET A as% to implementation. QUICK DISCONNECT ASSY. TO ACCEPT 4.50" O.D. 50' WE7LAND BU.tER ZONE i3 t 50.00' 1' i PVC PIPE (STANDARD). 1 INV.=98.7 6. Where existing utility lines structures ore to be cut/broken down/ abandoned, /fines/structures (304 S.S.) DUST COVER SUPPLIED PROPOSED BIT. o° plu ed co t 2 'PROPOSED PROPOSED shall be gg / Aped Til/ed in accordance with owner requirements. FOR SHIPMENT (NOT CONC. DRIVEWAY g ' p 1 f/*" SDR 21- B SILT FENCE SS CAST BALL VALEE SUITABLE FOR BURIAL) PROPOSED DRY PVC LATERA 00 it [� PROPOSED E-1 7. In certain instances, in order to design gravity flow improvements, Engineer must WELL (TYP) i PUMP CHAMBER rely on pipe invert elevations obtained at accessible structures and/or record pipe 1D1/4 AFNPT (BY OTHERS 5 , _ 1��1 RIM=104.0-6 slope data obtained from loco/ authorities. Prior to commencement of construction, 36 in �o INV IN=99 J3 6 Contractor shall verify grades (via potholing or other methods) of existing gravity ALARM TO INLET 6 5 � 6 INV OUT=99.9-6 flow utilities intended to serve site and buildings, including sanitary sewer and 1-1/4" DISCHARGE LINE PROPOSED" storm drains. This work is necessary to ensure that adequate slope exists to al/ow (304 S.S.) SWELL &ERVICE 1 2. �12� _ PlROPOSED 4" DIA SDR-J5 drainage of sewer services, roof and floor drains to existing utility mains or to their CHECK VALVE o final runoff destination. Should site conditions differ from design elevations shown roti' INV IN=99.7-6 9 41 in 26 In hereon, Contractor shall seek direction from Engineer prior to proceeding with work. (PVC) " � f /NV OUT=99.3-6 TO DISCHARGE 47 gal PROPOSED 4 02 PROPOSED * Zn OFF 18 in PERFORATED 36„ FOUNDATION -DRIVEWAY ENCROACHMENT 8. A geotechnical report specific to this development has not been prepared. Contractor FOOT/NG DRAIN SOAK shall consult with Owner regarding subsurface conditions prior to construction. 32 gal. (TYP) 7 * a CELLAR FLOOR ELEV. ANTI-SIPHON VALVE 10 MIN. 5' ABOVE 9. The location of the proposed 111410 p 1force main is o roximate. The force main shall be (PVC) O off' _ 11 STREET ELEVATION constructed at /east 10 feet from any existing water main or service. /f the sewer 1'�� force main must cross a water main / service the sewer force main sha// be 14 in �O laid at least 18 inches be/ow the water main / service, or the water main / service 24 gal. LIMIT Of- 100' IYERA;',iD shou/d be relaid with fittings to cross over the sewer force main. 30 DIA in 1 n� 1�5' -O BUFFER ZONE O 10. Contractor shall consult with owner as to the location of the alarm/control panel. v g61R Connect to Alarm Panel, E-One Model 250-1, or equal. a SEMI-POSITIVE DISPLACEMENT TYPE PUMP �2ti? y 11. Contractor shall verify location & relative elevation of the bench marks, any descreponcy DIRECTLY DRIVEN BY A 1 HP MOTOR shall be reported to the engineer prior to commencement of work. CAPABLE OF DELIVERING 9 gpm AT 138' T.D.H. 1�? .21J) 12. Existing pavement shall be neatly cut as required prior to sewer trench excavation. ��g 9 13. Pump shall be instal/ed per manufacturers specifications. LOT 410 LOT 408 �F 1.h� 14. Proposed utilities, utility connections and floor elevation shown hereon from information provided by K & B Excavating. LOT 409 15. Wet/ands shown hereon were delineated by Hancock Environmental Consultants and located by NOTE: A CONCRETE ANCHOR OF 2600 LBS7field survey on 9/6/2001. ,973 S. IS REQUIRED TO PREVENT TANK FROM FLOATING. 16. Elevations shown hereon ore based on an assumed datum. SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT environment o n e SHEET FOR SIZE AND POSITION OF ANCHOR. mrx"eAnoN MODEL 2010-93 USE E-ONE PUMP MODEL 2010-93 OR EQUAL DETAIL SHEET ^ REGULATORY NOTES / \ PUMP CHAMBER 1. Contractor shall contact Dig-Safe for underground utility marking at 1-888-344-72JJ I 1 1 NOT TO SCALE at least 72 hours prior to commencement of ony work.50. 1T 2 Contractor shall coordinate and obtain all construction permits required by � I regulatory authorities. J. Contractor shall make himself aware of a// construction requirements, conditions, and /imitations imposed by permits and approvals issued by regulatory authorities prior to commencement of any work. LOT 428 ` 4. All work outside of building that is less than 10 feet from the inside face of building LOT 429 foundations shall conform with the Uniform State Plumbing Code of Massachusetts, LOT 4.3o 248 CMR ZOO. SPERLAN I'--O" TO 2"-0" SCALE: 1`--20' FINISH GRADE UND/SRJRSED EARTH �"'y: ?,.i'::• ' rya I NSOU£EN B4RR/ER ;,,x;S' .K� .,, •>;-.• BE7WE£N PIPE & CONC. a:l ..+.;b:' : a "" J J00 PVC FORCE MAIN „ COMPACT '•iiY.U• ,, . FLOW W � GRA Fl LEL Q . •.r_'� ,:-.: I 1 //4" ID P.V.C. A > a 117 FORCE MAIN �* NO 7F.- FOR TEE PROVIDE THRUST TEE BLOCK/NG FOR BRANCH SIZE. 45' WYE DIMENSION FOH 1-HRUST BLOCKINGC COMPACTED nriwG TEES & PLUGS 90' BENDS 45' BENDS & -Y's"I 22 112- BENDS SIZES A I B A 1 B A I B I A 1 B T45* LE 4" 1'-6' 1=6' 1'-6" 1=9' f=3" 0'-6' 1=0" 0=6' ELEI/A 77ON BENCH MARKS SANDBEDDING 1. THIS TABLE /S 84SED ON 200 P.S.A. MAIN PRESSURE AND 2000 P.S.F. SOIL e DATUM.• ASSUMEDT2� BEARING PRESSURE. ADJUST BEARING AREAS IN ACCORDANCE WITH SO/L VALVE CONDITIONS AND PRESSURES ENCOUNTERED. NO. DESCRIPT/ON ELEV. 11J WHERE UNDER OR ADJACENT AREA TO BE PAVED, 2.J. CONCRETTE SHALL HAVE A COMPRESSN£�RE�THROF 2500 PS T E7E AS SHOWN 28 DDAA/YS. 1. TOP OF MAG. NAIL IN PA VEMENT SET 100.00 111410 SDR-21 PVC LATERAL COMPACT BACKFILL TO 959 PER ASTM D-1557. 4. BLOCKING SIZE/FREQUENCY SHALL BE INCREASED IF REQUIRED BY ENG/NEER. [2] UNDISTURBED SOIL OR SUBGRADE COMPACTED TO N 2. TOP OF MAG. NAIL IN PA VEMENT SET 99.58 959 PER ASTM D-1557. M THRUST BLOCK SCHEDULE J. TOP OF IRON ROD (SET) 99. 15 CONNEC77ON TO FORCE MAIN FORCE MAIN TRENCH M NOT TO SCALE NOT TO SCALE TYPICAL CROSS SECTION 0 NOT TO' SCALE U O O N 3 DESIGN.- CRO ASSESSORS ® SEWER CONNECT/ON PLAN SHEET a, N cvMgs DRAWN.' , CRO g g MAP LOT �� s90 Engineering Associates 1 OF 1 21 68 x R OHERTY ^ DWG. 91705 +� CIVIC -. A DMSION OF H.Sk, INC. I A 'AN No 3 33 235 NEWBURY STREET, DANVERS, MA. 01923 CHECKED: RFD LOT 409 INTERVALS ROAD VOICE (978) 777-3050, FAX (978) 774-7816 SCALE. AS SHOWN SALEM, MA Na o aL Q NO. BY APP. DATE REVISION DESCRIPTION Civil Engineers, Land Surveyors & Environmental Consultants DA TE.- 10/2/O1 PREPARED FOR. PATRICIA CONNOR ✓ 1 70 11/20%01 12:21 FAX Z02 ASSESSORS: MAP 21, LOT 58 INTERVALE ROAD ZONING: (40' WIDE) R-1 (F.K.A. RIVERVIEW STREET) REFERENCES: DEED BOOK 17756, PAGE 267 PLAN BOOK 36, PLAN 17 1- 50.00' -, R OF REC ED: b c EDWARD & .�, PATRICIA A. CONNOR n L m 2 s EXISTING s CONCRETE p i FOUNDATION I / l S 4 Y 1U.9' [[O R. YP.) C V 4 LOT 409 a� _ Y � 7,973f S.F. � � J J � g u � N I-" N -i w z N C" Z Z Ll--750. 7' LOT 428 LOT 429 1 CERTIFY THAT THE FOUNDATION SHOWN HEREON IS LOCATED ON THE GROUND AS SHOWN AND THAT IT CONFORMS TO THE DIMENSIONAL REQUIREMENTS OF THE ZONING PLOT PLAN BYLAW OF THE CITY OF SALEM WITH REGARD TOSETBACKSAT THE TIME OF OF LAND IN CONSTRUCTION AND THAT THE LOT SHOWN HEREON IS NOT LOCATED IN'"A ROOD HAZARD SALEM, MA ZONE AS DELINEATED ON THE MAP OF COMMUNITY NO. 250102 AS REVISED TO PREPARED FOR AUGUST FEDERAL SIN 198 AGENCIESMINISTRATION. PATRICIA A. CONNOR • WAYNESCALE: 1" = 20' NOVEMBER 19, 2007 c Nn 36,10 m•z 0 10 20 40 80' HSA HANCOCK SURVEY ASSOCIATES, INC. 1 235 NEWBURY STREET, DANVERS, MASSACHUSETTS 01923 p .VOICE 978-777-3050 FAX 978-776-7816 OFFS 0 AND S VE OR BY: ..-.honeook.3so60.s.00m CHECKED BY: 9970 NOU 20 '01 11:59 PPGE.02