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Tranos-106BridgeSt-ZBASitePlan-081018ZONING TABLE ZONE DISTRICT: RESIDENTIAL TWO-FAMILY (R2) & ENTRANCE CORRIDOR OVERLAY DISTRICT (ECOD) EXISTING USE: AUTOMOBILE SERVICE STATION PROPOSED USE: MULTIFAMILY RESIDENTIAL (TOWNHOUSES) (1) REQUIRED PER ZONING EXISTING PROPOSED MINIMUM LOT AREA 15,000 SF 13,364±SF (2) 13,364±SF (2) MINIMUM LOT AREA PER DWELLING 7,500 SF ---- 1,670 SF (3) MINIMUM LOT WIDTH 100' 176.6'± 176.6'± MINIMUM LOT FRONTAGE 100' 176.45' 176.45' MAXIMUM LOT COVERAGE (BUILDINGS) 35% 32.6% 32.0% MINIMUM FRONT YARD 15' 20.4' 1.6' (3) MINIMUM SIDE YARD 10' ---- ---- MINIMUM REAR YARD 30' 0' (2) 5.2' (3) MAXIMUM BUILDING HEIGHT (FEET) 35' 18'± 29.6'± MAXIMUM BUILDING HEIGHT (STORY) 2.5 1 2.5 MIN. DISTANCE BETWEEN BUILDINGS 30' ---- 66.0' FOOTNOTES: (1) MULTI -FAMILY USE IS NONCONFORMING WITHIN THE R2 DISTRICT. REQUIRES ZBA RELIEF. (2) EXISTING NONCONFORMITY. (3) REQUIRES ZBA RELIEF. PLAN REFERENCES & NOTES: 1) RECORD OWNER: LAURENCE SNYDERMAN LOCUS DEED: BK. 7352, PG. 229 LOCUS PLAN: PLAN 607 OF 1949 2) REFERENCE PLAN: PLAN BK. 216, PLAN 60. 3) SALEM ASSESSORS MAP 36, LOT 73. 4) EXISTING CONDITIONS SURVEY PERFORMED BY P.J.F. AND ASSOCIA TES, 4 HIGHLAND AVENUE, WAKEFIELD, MA ON JUNE 18, 2018. 5) CITY OF SALEM FEMA FLOOD INSURANCE RATE MAP (MAP # 25009C0419G, JULY 16, 2014) INDICATES THAT THE SITE IS LOCATED WITHIN A ZONE X, WHICH IS AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 6) ELEVA TIONS ARE ON AN ASSUMED DATUM. 7) FURTHER INFORMA TION REGARDING BUILDING ADDITION REFER TO ARCHITECTURAL DRAWINGS BY PITMAN & WARDLEY ASSOCIATES OF SALEM, MA. 8) THIS PLAN IS NOT SUITABLE FOR FILING IN THE REGISTRY OF DEEDS. 9) THIS PLAN WAS PREPARED FOR SUBMITTAL TO SALEM ZONING BOARD OF APPEALS FOR THE PERMIT APPLICATION SHOWN HEREON ONLY. THIS MAY NOT BE USED FOR AND IS NOT SUITABLE FOR ANY OTHER PURPOSE OR PROJECT SB/DH FND (HELD) L•E•G•E•N•D - - PROPERTY LINE /////////// EXIST. BUILDING EDGE OF PAVEMENT _ CURB FENCE S S SEWER D D DRAIN G G GAS SP SIGN POST > LP LIGHT POLE 12" TREE W/CALIPER '/////////////////i PROP. BUILDING _ : _ _ = PROP. CURB PROP. WALK SMH R=103.28 1=92.63 0 0 GENERAL N O TES: 1) THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVA TION OF THE EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON THE RECORDS OF VARIOUS PLANS AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION HAS NOT BEEN VERIFIED AND IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE AND MAY NOT BE CORRECT THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES, GOVERNING PERMITTING AUTHORITIES, AND "DIG SAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCA VA TION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE ENGINEER OF RECORD SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH PROPOSED CONSTRUCTION AND GIVEN THE OPPORTUNITY TO MODIFY THIS PLAN(S) AS NECESSARY BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCA TE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR HORIZONTAL AND VERTICAL CONTROL OF ALL SYSTEM COMPONENTS. 3) SAFETY MEASURES, DAY-TO-DAY CONTROL OF WORK AND CONSTRUCTION METHODS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4) IN CASES WHERE LEDGE OR BOULDERS ARE PRESENT, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ASSURING THE AMOUNT OF ROCK TO BE ENCOUNTERED. 5) GRADES, BOTH EXISTING AND FINISHED, ARE INDICATED ON DRAWINGS. THE ENGINEER IS NOT RESPONSIBLE FOR EXISTING GRADES SHOWN ON DRAWINGS. CONTRACTOR SHALL CHECK ALL AREAS WHEREIN GRADES ARE SHOWN TO SATISFY HIMSELF AS TO ACTUAL CONDITIONS AND INCORPORATE ANY DISCREPANCIES DISCOVERED. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ALL CONTROL POINTS AND MARKINGS NECESSARY FOR THE WORK. PRECAUTIONS SHALL BE TAKEN TO PRESERVE MATERIALS OUTSIDE THE LINE OF LIMIT OF WORK IN THE MOST UNDISTURBED CONDITIONS POSSIBLE. DMH R=103.01 1=96.9 C!OSS ST!ET S CB R=102.6 1=98.6± PROP. VGC S SP z S S S 12" S MAP 36, LOT 113 N/F SUSAN QUIRK / PATRICIA MCINTIRE 2-4 SAUNDERS ST. S SEWER PROP. VGC Ty CHAIN LI N K ////////////////////// FENCE / / UNIT #6 c31) 0 UNIT #7 0 / BIT. CONC. > / / r/ o / / (////// //A// / / -0 1.6' 0 cY 0 S S S APPROX. LOCATION ��- OF 4" FIRE PROTECTION LINE 15" , 0, V „„„„„ 0, , F UNIT #5 j r/1//////////////////////////// / 6) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIAL AT AN APPROVED SITE. BURIAL OF WASTE MATERIAL ON -SITE IS NOT PERMITTED. 7) THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES FROM ON -SITE CONSTRUCTION ACTIVITIES AND REMOVE ANY SEDIMENT OR DEBRIS DEPOSI TED THEREON IMMEDIA TEL Y. 8) DRAINAGE GENERATED AS A RESULT OF DEWA TERING SHALL BE DISCHARGED TO EXISTING DRAINAGE COURSES WITH PROPER FILTRATION AND EROSION CONTROL MEASURES. DISCHARGE ONTO PAVEMENT OR PRIVATE PROPERTY SHALL NOT BE ALLOWED. 9) IF ANY PART OF THIS DESIGN IS TO BE ALTERED IN ANY WAY, THE ENGINEER AS WELL AS THE APPROVING AUTHORITIES SHALL BE NOTIFIED IN WRITING BEFORE CONSTRUCTION. 10) THE CONTRACTOR SHALL NOTIFY THE MUNICIPAL PLANNING AND ENGINEERING STAFF AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 11) UNLESS OTHERWISE NOTED, COMPACT ALL LAYERS TO 95 % MODIFIED PROCTOR. 10 0 GRAPHIC SCALE 5 10 20 40 SAUNDE!S ST S S ( IN FEET ) 1 inch = 10 ft. MAP 36, LOT 114 N/F COPPER REALTY LLC 104 BRIDGE ST. SEE S BIT. WALK UNIT #8 / / / C / / ////////////////////// 5.7' I D4 LAW 42,1 BIT WALK 45.9 / 3.8' WALK MAP 35, LOT 25 N/F MASS. BAY TRANS. AUTHORITY BRIDGE ST. 36" 9 18.0' _S70`52'24"E _ 176.45' (CALC) 176.00' (DEED) BIT. CONC. - /f 20.0' #106 CONC. BLOCK BLDG 1-STORY /I zu.4' S © I 18.0' 1I MAP 36, LOT 73 13,364 S.F. S /I N65`20'05'W 178.13' 1.2' OVER S S S S APPROX. LOCATION OF SEWER SERVICE -\\/ CONC WALK wv N /y 5.7' j/////co //.(// / co 7 WALK 27.6' UNIT #1 L / / / / / / J Q -0 - L 0 10.8' OVER 5.2' EOP CB UNIT #2 BIT. CONC. 0 DH (HELD) SP 0 0 0 EMH R=10 .1 O UNIT #4 EOP LAWN BIT WALK 0 CONC WALK 0 N co CB TM H R=100.9 S DMH R=101.3 2.0' SP II 0 LP I I 11 11 PROP. VGC --s TM H R=101.4 C I I No. Date Description Revisions ❑F ' m �' 1d GRrfiFIN vt, civil_ss$6 r •r r, r/0`l oc/ , ' k, Griffin LLC Engineering Group, 495 Cabot Street, 2nd Floor Beverly, MA 01915 Tel: 978-927-5111 Fax: 978-927-5103 JUNIPER POINT INVESTMENT CO. 106 BRIDGE ST. SALEM, MA PROPOSED SITE PLAN FOR ZBA APPLICATION Scale: 1"=10' - Job No.: File Name: Date: 8/10/18