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38B-173 (4) File #63 • APPLICANT/CONTACT PERSON:GOOD VIEW, LLC 64 ALDRICH STREET GRANBY, MA 01033 PROPERTY LOCATION 40 FORT ST MAP:LOT 38B-173-001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Building Permit Filled out Fee Paid $30.00 Type of Construction: ZPA -CONSTRUCT 2 FAMILY BUILDING BEHIND EXISTING MULTI FAMILY New Construction Non Structural Renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans/Plot Plan Driveway Grade% THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON " J>v a f\C�� INFORMATION PRESENTED: Approved_ )(_Additional permits required(see below) E A.C4 \J.9C„ wins ns ? PLANNING BOARD PERMIT REQUIRED UNDER:§ U RII 'TABLE Q F USES Intermediate Project: )( Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay I -4 _,04\oht_ Siaaturc of Building Official I Date `V Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. - w► RECEIVED art 171Qq File No. 03 SEP 2 5 23� 023 ZONING PERMIT APPLICA ' ON cn-i-4) DT-T O- ,IN -CT Please type in this fillable PDF or print and hand-wri A--return to the Building Inspector at the Building Department (212 Main St.) with the $30 filing fee by check and money order (payable to the City of Northampton) or credit card (in person only). 1. Name of Applicant: Si Ci Zhu Email: siC11019@yah00.COm Address: 33 Claire Court, Staten Island, NY 10301 Telephone: 917-560-9207 2. Owner of Property: Good View LLC Address: 33 Claire Court, Staten Island, NY 10301I I Telephone: 3. Status of Applicant: Owner Lid ContractPurchaser LJ Lessee ❑ Other (explain) 4. Job Location: 40 Fort st, Northampton, MA 01060 Parcel Id: Zoning Map# Parcel# District(s): In Elm Street District In Central Business District (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Existing Use of Structure/Property: Multi family rental property. 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): This project proposes to construct a 2-family building behind the existing multi-family building. New parking area and plantings are also proposed. 7. Attached Plans: Sketch Plan ❑ Site Plan Engineered/Surveyed Plans E1 8. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO ❑ DONT KNOW I' I YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? n NO I I DONT KNOW I' 1 YES IF YES: enter Book Page and/or Document# 9.Does the site contain a brook, body of water or wetlands? NO 1:1DON'T KNOW ❑ YES ❑ IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ❑ Obtained ❑ , date issued: (Form Continues On Other Side) 6/7/2023 10. Do any signs exist on the property? YES C NO El IF YES, describe size, type and location: Are there any proposed changes to or additions of signs intended for the property? YES El NO IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan of development that will disturb over 1 acre? YES I ! NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved for use by the Building Dept.only. EXISTING PROPOSED REQUIRED BY ZONING Lot Size 14,595 SF 14,595 SF 8,000 SF Frontage 108 LF 108 LF 50 LF Setbacks Front 21 LF 21 LF 10 LF Side L: R: L: R: L: R: Rear 153 LF 20 LF 20 LF Building Height 35 LF 35 LF 35 LF Building Square Footage 1 ,716 SF 771 SF N/A %Open Space: (tot area minus building & 73% 57% 40% paved parking) #of Parking Spaces 4 8 1 / 1 ,000 SF #of Loading Docks 0 0 N/A Fill : (volume& location) 0 0 N/A Driveway Grade% >2% >2% N/A 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. Date: Oc? /2�121,2-3 Applicant's Signature _-- NOTE: Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health,Conservation Commission, Historical Commission and Architectural Boards, Department of Public Works and other applicable permit granting authorities. 6/7/2023 , `;c LAYOUT NOTES UTILITY NOTES _ - Berkshire i _•• _ J. ALL LINES OR POINTS ARE PERPENDICUWIOR PARALLEL TO LINES FROM 1. THE LOCATION, TYPES OF ALL EXISTING UNDERGROUND Design \ l r �•• PREWHICH THEY ARE NM Group UTILITIES SHOWN ARE APPROXIMATE.BERKSHIRE DESIGN GROUP DOES NFORMATION DEPICTED.PRIOR TO THE NOT START OF OF WORK,THE CONTARRANT THE UTILITY RACTOR SHALL VERIFY THE LOCATION OF ALL 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO UTILITIES AND CONTACT DIG SAFE AT 811. Landscape Architecture I ••_ THE CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE TOWN OF CivilE Engineering TRANSPORTATION. AND THE MASSACHUSETTS DEPARTMENT OF 2. SURFACE UTILITY STRUCTURES SHALL BE SET TO THE RIM ELEVATION ngin ng 1 I TRANSPOPTATION. INDICATED ON THE PLANS.IF NO RIM ELEVATION IS PROVIDED,SET ALL Planning \ I q land Surveying 3. AU.NEW WALKS AND SURFACES TO MEET EXISTING WADS AND NEW OR ADJUSTED CATCH BASIN RIMS IN NON-PEDESTRIAN AREAS 1/2• I SURFACES WITH SMOOTH,CONTINUOUS LINE AND GRADE. BELOW FINISHED GRADE.ALL OTHER SURFACE UTILITY STRUCTURES a !Y SHALL BE ADJUSTED TO BE FLUSH WITH FINISHED GRADE. S 0 /4-/ <. THE CONTRACTOR SHALL REMOVE MD DISPOSE OF ALL EXCESS OR SPILLED CONCRETE,ASPHALT,AGGREGATE AND OTHER MATERIALS 3. UTILITY PIPE MATERIAISSHALL BF TMF FOLLOVANG,UNLESS OTHERWISE f FROM THE SIZE. NOTED: J / / 4 Allen Place,Northampton.Massachusetts 01060 3.1. WATER MAINS AND SERVICES•AND LARGER SHALL BE PRESSURE CLASS 350,CEMENT-LINED DUCTILE IRON. P 19 131582-7000 • FAX 11131582-7005 / / GRADING NOTES 3.2. WATER SERVICES SMALLER THAN A"SHALL BE TYPE K COPPER. 1 \ / / Email:hdg@berkshiredesign.com I f /® 3.3. SANITARY SEWER MAINS MD SERVICE55HALL BE 5DR35 PVC. Web:http.//www berkshllede5igrtcom / 1. SIDEWALKS/WALKWAYS ALLCONFORMTOTHEMASSACHUSETTS // ARCHITECTURAL ACCESS BOARDS IMMBI REQUIREMENTS.TYPICAL 3.A. DRAINAGE PIPE SHALL BE DOUBLE-WAIL CORRUGATED HOPE.FOR I \ / / SIDEWALK/WALKWAY CROSS-SLOPE IS 1.0%MINIMUM,2.0%MAXIMUM. SUBSTITUTEISOR35 AND DSMALLFR,THE CONTRACTOR MAY / f / MAXIMUM SIDEWALK/WALKWAY RUNNING SLOPE SHALL BE S.O%. DRAINAGE SLOPES SHALL NOT EXCEED 2%ACROSS ANY ACCESSIBLE PARKING SPACE 3.5. ANY PIPE MEETING THE DEFINITION OR PLUMBING"UNDER THE 1 / AND ACCESS AISLES. STATE PLUMBING CODE SHALL MEET THE REQUIREMENTS OF THAT I I / / 2. THE CONTRACTOR SHALL VERIFY ALL LAYOUT,DIMENSIONS,GPADES, CODE AND BE INSTALLED BY A LICENSED PLUMBER. 1 AND INVERTS PRIOR TO CONSTRUCTION;REPORT ANY DISCREPANCIES 1 • / TO BERKSHIRE DESIGN GROUP.ALL DISCREPANCIES SHALL BE RESOLVED 4. WATER MAINS AND SERVICES SHALL HAVE A MINIMUM OF S'OF COVER. ` \ /I / IN WRITING PRIOR TO BEGINNING WORK. 5. ALL WATER MAINS AND SERVICES SHALL BE SEPARATED FROM ALL it'SANITARYCLEAR SEWER MAINS AND SERVICES BY A HORIZONTAL DISTANCE OF / 10'CLEAR AND A VERTICAL SEPARATION OF 18"CLEAR UNLESS f / OTHERWISE DIRECTED. L `— 1 LJ 6. WATER MAINS AND SERVICES SHALL HAVE A MINIMUM OF 2' HORIZONTAL SEPARATION FROM THE OUTSIDE OF WALL OF ANY I ` 1 / DRAINAGE STRUCTURE_ ons rlM1uis drawing is not intended not shall t be used for 1 c t ed la purposes unless the signed professional seal of a E 7. ALL SANITARY SEWER INVERTS ARE SHOWN AT THE CENTER POINT OF registered landscape architect,civil engineer or land surveyor \ / THE SEWER MANHOLE.CONTRACTOR IS RESPONSIBLE FOR PROVIDING A employed by The Berkshire Design Group.Inc.Is affixed above. \ / SSMOOTH INVERT CHANNEL WITH SLOPE MATCHING THE SLOPE OF THE F \ Do not dimensions im drawdrawn o myr If dimensioly ns take-offs Incompleteor cconstruction.Use ASPHALT P 11 E writtenThe Berkshire Dryesif H GSHCp Inc.for clarificationcontact I \ 1 tf 8 RESPECTIVEE�`LTM O AIL MEET THE REQUIREMENTS OF THE g 0Copyright The Berkstare Design Group Inc. I I 1 mil.r This drawing a all of id contents are the express property or / IN The BerkshireDesign Group,Inc.and shall not be copped or / I Div: / w� used in any way without the welRen consent of The Berkshire ,, Design Group.Inc. , .: s/1 p7 / NEW SANITARY SERVICE ,.,.. ..„ .. „ . v �... . � v 40 Fort Street \ \` Northampton, MA \\ 1C ! \ e P.. \\\ •'PH• P,'Klc • N� t \\\ `\ 1, . \N. CURB STOP ti\ \ / -- .. 165.53 -� • I \ 1 \g6 I � �, �P 1 44>44‘..... // / PERMIT SET I --6"GRAVITY FROM PROPERTY LINE TO \\ k �� "� ��,'/• / NOT FOR CONSTRUCTION CONNECTION IN STREET.INVERT TO BE �3 \ `' CONFIRMED PRIOR TO CONSTRUCTION. =L�6 fib= / SERVICE FROM NEW DUPLEX MAY REQUIRE EJECTOR PUMP TO BE �`s, � \� / PROPOSED 2-STORY BUILDING CONFIRMED AT TIME OF CONSTRUCTION. `\\, N\\ RS' /' d Z� 6635E FLOOR AREA • \ 9ry ,‘,... . • RS `,`\ LANDSCAPING BED N. 4, '44 4\ ti� titi PROPOSED 2-STORY BLD`N. t<r, 164 3 51 s" GROSS FLOOR AREA:665 SF+/- `` 'e `\•`, ,' "' - FEE:116 \ a `\36. \• 4/117--.1- _ O BEN H SEATING ,'., SITE PLF'aN A POST LIGHT 164.4 z \` �tC 40 FLUSH •�\ OF* :: �•+` GRANITE CURB `>• SCALE 1•nao•Ix winced tun unp2A•x36•I FILTER STRIP �\ • o s 10' 20 30 •,� N // \L Revisions _ \ N.� ` �63 l- / /.RAIN UNE FROM GUTTER1 8 6�\ TO DRY WELL W ASPHALT CURB O $TONE DUST CONCRETE WALK _ •\ 'ROPOSED DRY WELL /� RIM ELEV:163.5 \ —765 // Date-/ Sept.1S,2023 Shen Number �\ \ Scale: \4-, 1"-1D' LC-111 Drawn By I GRF T. / Checked By. JDS 4 \ Sign _ Berkshire \\ u6litrPPl< 1 ._------ LOCUS PLAN EXISTING CONDITIONS NOTES Design INGoT To sULE ' .- _ TBM Rim=1653e::: IP 3/4' 1. THE EXISTING CONDmONS AND BOUNDARY SURVEY DEPICTED HEREON op Group \ \`I Top Spindle of Hydrant Down 0.1' < a,• WAS OBTAINED BY A FIELD SURVEY IN AUGUST,2023 BY BERKSHIRE / Ekr-168.20 j >♦ DESIGN GROUP. \ V - �„ / \ AF ,, s'< 'r ,�4.),.1. k 2. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN Landscape ArchD2ctUfC \ O. I ti e �.� \ p 1'1 ,,, rC ,♦ EASEMENTS WHICH MAY EXIST.RREASONABLE AND DILIGENT ATTEMPT Civil Engineering \ I F y , HAS BEEN MADE TO OBSERVE ANY APPARENT,VISIBLE USES OF THE Planning `- c LAND;HOWEVER,THIS 00E5 NOT CONSTITUTE AGUARANTEE THAT NO Land Surveying I rQ \ \ _ / \ '/ y .,..--,- I SUCH EASEMENTS EXIST. Ner g ( \ \ � �1 f 1.y Utility Pole , 4 ( 3. THE BASIS OF BEARINGS,AZIMUTHS,AND THE NORTH ARROW SHOWN t sm." / \ LkL _ W *, HfREONiS THE MASSACH THE STATE PUNECWRDINATESKTEM ` :.%***S.\\'''' IP 3/4" / (NADN3)THE BASIS OF THE ELEVATIONS DEPICTED HEREON 6AGRID Down 0.1'p [ \ , ♦ R B O ONEIOS OWN ON THI BASSTI ON CONDITI RESULTING IN GROUND. ! \ BN COM / / \ L �u '�t / DISTANCESSHOWNLATTHISEXISTING CONgnONSPUNARE GROUND \ \ / / / \ F f,t//`v . . DISTANCES. f Nlen Place.Nrxlhamptlln,M;Gsachl-700 01060 Iry N4. THE CONTRACTOR SHALL fIEID VERIFY RIL E%ISTING CONDInONS.IFA II13I 5827000 • FA%1113I5g2-700$ / / e. it . DISCREPANCY IS FOUND BETWEEN THIS PUN AND THE ACTUAL FIELD \ [ gain - Email:bd berkshiredesi ncom CES ANAN,THE CONTRACTOR SHALL IMMEDIATELY NOTIFY BERKSHiRE g@ g`/P�/®Rim=166.t10 / y �/-�.'v DESIGN GROUP. WeG hEIp://wsSw.DPfkshirCOeSigrtcprn` `` /.......... • / / O� �` i �R', 5. APPROXIMATE THE CATION AND ARE BASED UPON A UTILITIES OF ALL UNDERGROUND LD EURHE SURVEY \ i�J ��"- .f, / ""/ COMPILATION OF PUNS OF RECORD.BERKSHIRE DESIGN GROUP DOES ! ` / i /� NOT WARRANT THE LOCATION OF ALLImUTIES DEPICTED.ONLY I RECORD INFORMATION PROVIDED BY THE RESPECTIVE UTIUTY OWNER I • I / / 2 AND INDEPENDENTLY VERIFIED BY BERKSHIRE DESIGN GROUP IS SHOWN S� '� HEREOF).PRIOR TO THE START OF WORK,THE CONTRACTOR SHALL ! kkr \ / / , �, VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT 811. \ I \ \ • (// 1 ` " ....... y's\`.76> ,�` r / / DISTRICT:URB • I • f ZONING TABLE 1 , �'`* PERZONING EXISTING PROPOSED s \ / LOT SIZE MIN:8,000 SF 14,595 SF 10.33 AC) U,595 SF(0.33 ACI This drawing is not intended nor shall i be used for FRUNS AGEutriti MIN:SO LF 308LL 108 LF conshucnon purposes unless the signed professional seal ofa MIN:]S LF 1901E 190 LF registered landscape architect,cml engineer or land surveyorns� r \ 51 `\ / FROM SETBACK/(ALL USE) MIN:101E(LO LF) 21 LF 21 LF - employed by The Berkshire Design Group.Inc.Is amaed above. Q� I \ \ / SLOE SETBACK[(ACC USE) MIN:IS LF 34 LEI• 3' 3'LF Do not scale drawing for quantity takeoffs or construction.Use I t \ I1 N. / REAR SETBACK/(ACC USE) MIN:20 LE f0 LF) 1831E 20 LF written dimension:only if dimensions are incompk[e,contact \ Err 1/ BUILDING HEIGHT MAX:35 FT 35 FT 35 LF The Berkshire Design Group Inc.for clarification. I \ s rBl,ro \ 4 PARK NG SPACES /1,000 SF 4 OPEN SPACE MIN•40% 3% 8 ®Copyright The Berkshire Design Group.Inc. This d all its are the perty of [ \ �B The Berkshire nDeslgrlf Group.tlnc�and shall not be c�opled or [ I DDO \ /,. ud� `aw' 'SIDE SETBACKS MAY BE WAIVED ON ONE SIDE FOR REDUCED LOT LINE. used in without the written consent of The Berkshrte any wry WG / o Design Group.Inc. - I �rN Utility Pole ` / N 1 �`\ I40 Fort Street 1\'''N' `\ \`\ �\ // Northampton, MA 1 '\ \N. '\ .", 4,i , ''''44. egoe 1 IP Base 3/e\ / — \ ` --- �.�4F, f / Bit Cone Up02' \ \ // V L1�. \ 166 / Cpncre� e / i `lam I `„\ -- -- Paver I ,\ •` I 1 Concrete \ / 1 _ Sh2� `\\ paver O ./-- / • Y \\I e,,� Z _ II\I \ I\`� 1 / / \ / / PERMIT SET 2 �, `\ \ �� 41\-- / NOT FOR CONSTRUCTION \` / 5 8'` 0 wn0.3' N. \ \ G,.0„. \ \ ,{2. �\ Now Or Formerly M Gas kAra�� ' 40 Fort Street r -`�. ��16 ` Northampton,Massachusetts 01060 m {y • \ PID:38B-173-001 EXISTING CONDITIONS MH / N. Deed Book 14464,Page 248 g ©Rim=163.97 N. *TreeStump32 \ / PLAN N. n� o. c ` T`ee Stump 14' ``\ /' ` ill 6/8' \ N.N. /, P Flush 4 `\ Tree Stump l4' / VN.N. SCALE 1,10,0"(N printed full size O 24"a 36") • s4 ` / a Tree Stump 18' ``\ x MH \ z ®Rim=163.114 /�' 8 \ `�\ 0 S' 10' 20 so \Tree SIUmp14" ,/44.i' Doi WG `\ \ / //-i \t Revisions ` // N \Tree Stump l8' `\``/gyp Tree Stump l4' // • N.� ..: RCBim=161.61 W /i \ Tree Stump ' ..: Ri =1610 / / \ / a �/Ir Slump 20" / Date: Sheer Number NA* \11 / i Sept.15,2023 J63, IP Base 1'( Scale: • o \\0025 1•GRF LC-100 C thaw.By / \ Checked By .IDS