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10073PLAN INDEX Goodhue Street_R2.dwg, 6/28/2018 2:45:13 PM, CPS P:\SALE-0029(70-92 Boston Street) \ Drawings \11 Goodhue Street\SPboston#70-92(NAVD88)_R13(ZBA-FILING) 1 SHEET DESIGNATION DRAWING LOCATION PLAN C - 1 EXISTING CONDITION PLAN C-2 GRADING & DRAINAGE PLAN C-3 LAYOUT PLAN C-4 UTILITY PLAN C-5 PHOTOMETRIC PLAN C-6 DETAILS PLAN C-7 DETAILS PLAN C-8 DETAILS PLAN C-9 LANDSCAPE PLAN ZONING TABLE ZONE: NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE (NRCC) REQUIRED/ALLOWED PROVIDED MINIMUM LOT SIZE 15,000 ft2 76,817 ft2 MINIMUM LOT AREA / DU 3,500 s.f. 1 ,397 s.f./ DU MINIMUM LOT WIDTH 60 ft. 476'± MINIMUM STREET FRONTAGE 100 ft. 477.78 ft. MINIMUM FRONT SETBACK 0.6 ft. (GOODHUE ST) MINIMUM SIDE SETBACK 3.3 ft. MINIMUM REAR SETBACK MINIMUM OPEN SPACE 47 MAXIMUM BUILDING HEIGHT MULTIFAMILY 50 ft. 46.5 ft. MAXIMUM STORIES MULTIFAMILY 4 4 MAXIMUM BUILDING HEIGHT BOSTON STREET TOWNHOUSES 40 ft. 30 ft. MAXIMUM BUILDING HEIGHT BOSTON STREET TOWNHOUSES 3 3 MAXIMUM BUILDING HEIGHT GOODHUE STREET TOWNHOUSES 50 ft. 29.9 ft. MAXIMUM BUILDING HEIGHT GOODHUE STREET TOWNHOUSES 4 MAXIMUM BUILDING GROUND COVERAGE 50% 30% FLOOR AREA RATIO 2 to 1 (139,592 GSF) 1 .12/ 1 (71,840 GSF) (SEE ARCHITECTURALS) ENTRANCE CORRIDOR OVERLAY DISTRICT (ECOD) 8.2 PURPOSE. THE PURPOSE OF THE ENTRANCE CORRIDOR OVERLAY DISTRICT (ECOD) IS TO AUGMENT UNDERLYING ZONING REGULATIONS IN DESIGNATED AREAS TO: PROTECT AND ENHANCE THE MAJOR ENTRANCE WAYS INTO THE CITY; AND 2. ENSURE THAT SUCH AREAS ARE IMPROVED IN A MANNER WHICH IS IN THE BEST INTEREST OF THE CITY. BUSINESS HIGHWAY (B2) RESIDENTIAL TWO FAMILY (R2) PROJECT NOTES: . EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS & SPARAGES LLC THROUGH MARCH 2016. SOME TOPOGRAPHIC INFORMATION SHOWN ON ABUTTING LOTS HAS BEEN DIGITIZED FROM VARIOUS SOURCES. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). THE UTILITIES SHOWN ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS & SPARAGES LLC, FROM VARIOUS PLANS ON FILE WITH THE CITY OF SALEM AND OTHER PLANS OF RECORD. NO REPRESENTATION OR WARRANTEE IS MADE AS TO THE ACCURACY OF THE LOCATION OF THE SUBSURFACE UTILITIES AND SHOULD BE CONSIDERED APPROXIMATE. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN THAT WILL PREVENT THE PROPOSED WORK FROM BEING COMPLETED AS INTENDED. IF DURING CONSTRUCTION A CONFLICT SHOULD ARISE BETWEEN AN EXISTING UTILITY AND THE PROPOSE[) WORK THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING OF FOR RESOLUTION OF THE CONFLICT. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION: 811. . THE PROPOSED WATER CONNECTION SIZE, TYPE & LOCATION ARE TO BE DESIGNED IN ACCORDANCE WITH 248 CMR 10.00: UNIFORM STATE PLUMBING CODE AND APPROVED BY THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS. . THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS AND ARCHITECTURAL SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. . THE APPLICANT SHALL COORDINATE WITH THE SALEM WATER DEPARTMENT TO INSURE PROPER DOMESTIC AND FIRE FLOWS PRIOR TO BUILDING PERMIT. 10. PROPOSED RETAINING WALLS TO BE DESIGNED AND CERTIFIED BY A MASSACHUSETTS PROFESSIONAL ENGINEER. PLAN IS MUST BE SUBMITTED FOR APPROVAL BY THE CITY OF SALEM BUILDING AND ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. 11. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ABUTTING PROPERTIES FROM DAMAGE IN RELATION TO ALL PROPOSED SITE WORK. 12. THIS PROJECT WILL REQUIRE A NPDES PERMIT AS THE AMOUNT OF GROUND DISTURBANCE SHALL BE MORE THAN 15,000 SQUARE FEET IN AREA. 13. SITE WORK TO COMPLY TO ADA STANDARDS. 14. PORTIONS OF THE SUBJECT PARCEL LIE WITHIN THE BUSINESS HIGHWAY DISTRICT, RESIDENTIAL TWO-FAMILY DISTRICT, ENTRANCE CORRIDOR OVERLAY DISTRICT, FLOOD HAZARD DISTRICT AND THE TRANSITIONAL NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE DISTRICT. 15. ALL PROPOSED CURB TO BE VERTICAL GRANITE CURBING UNLESS OTHERWISE NOTED (SEE ENTRANCE & INNER CUL-DE-SAC). 16. PROPOSED SIGN LOCATION TO BE APPROVED PRIOR TO CONSTRUCTION. 17. SEE LANDSCAPE PLAN BY BLAIR HINES DESIGN ASSOC. CONSULT ENGINEER. SHOULD A CONFLICT ARISE: BETWEEN AN EXISTING UTILITY AND LANDSCAPING THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR RESOLUTION OF THE CONFLICT. 18. PROP. TRANSFORMER PAD IS APPROX ONLY. TO BE DETERMINED BY ELECTRIC COMPANY. 19. PROPOSED PAVERS TO MEET ADA GUIDELINES. 20. PROPOSED FENCE SPECIFICATIONS TO BE COORDINATED WITH ARCHITECT AND LANDSCAPE ARCHITECT. 21. GOODHUE ST IMPROVEMENT INFORMATION PROVIDED BY STANTEC AND IS DRAFT ONLY. DEVELOPER 22. DEVELOPER SHALL COORDINATE WITH CITY OF SALEM AND STANTEC TO INCORPORATE GOODHUE STREET IMPROVEMENT PLANS AND 11 GOODHUE ST SITE DESIGN. ENGINEER: WILLIAMS & SPARAGES 189 NORT- MAIN ST MIDDLETON, MA 01949 ARCHITECT: KHALSA DESIGN, INC 17 IVALOO STREET SUITE 400 SO M ERVI LLE, MA 02143 OWNER: 139 Grove Street Realty Trust 282 Bennington Street East Boston, MA 02182 910 Saratoga Street Realty Trust 282 Bennington Street East Boston, MA 02128 ASSESSORS INFORMATION: ASSESSORS PARCEL MAP PLAN REFERENCES: LOCUS DEE PAR <ING CALCULATIONS CATEGORY REQUIRED SPACES PROVIDED SPACES RESIDENTIAL 55 UNITS 2 PER UNIT = 110 101 COMMERCIAL 736 S.F. 1 SPACE PER 150 GSF = 5 TOTAL 115 101 49 EXTERIOR, 41 PARKING GARAGE & 11 TOWNHOUSE GARAGES = 101 MAP 15 PARCEL 299 70-921/2 BOSTON STREET MAP 15 PARCEL 298 11 GOODHUE STREET PLAN NUMBER 448 OF 48 PLAN NUMBER 108 OF 1978 D REFERENCES: BOOK 34139 PAGE 369 BOOK 9282 PAGE 199 RIVER ROCK RESIDENCES & 70-92 2-1 BOSTON STREET & 1 1 GOODHUE STREET, SALEM, MA LOCUS��, 11 GOODHUE STREET Map 15 Parcel 297 DRAWING: C-1 10) u_ 0 W W 0 NJ 0 O 0 0 SCALE: 1 "=100' MARCH 31, 2016 0 N 0 0 11 GOODHUE STREET z J PEER REVIEW COMMENTS/ RDA PEER REVIEW COMMENTS DRB COMMENTS O z 0 Bennington Street N 00 N N 00 N 0 Q 4-0 I 0 CO a-+ V) W a✓ 1- A a_+ 00 v (NI N a )j to O c Q O 2 tat C to m Ca O N 00 ft d� N w CL U Job File Number: SALE-0037 Drawing File Folder: SALE-0029 Drawing Issued for Review Only Drawing Issued for Permit Drawing Issued for Construction SEAL CHRIST P. SPARAGES n+ CIVIL No.40174 Fe, ST 9 rro ik d a. 1 1‘ ') (70;iiith N. CO N. 00 N. 0 w w z u z w 2 a N 0) co 0 N ti (NI O 0) 3 N a) 112 in 0 0 0 0 CO N M 0 Z_ rn O 1y_ TF c 0 0 a C 0 0 0 u) 0) c .3 0 L VJ 0 N O O 0) N O O W J H 0 -, SI D EWAL.K DETECTIO( STRIP (TYP) 0 , C;RETE o WALL A dd SIGN CHAIN HANDICAP LINK v _ PARKIN '.... FENCE CHAIN LINK FENCE 6'H W G) 0 rrl Oj11 40° 50' 16'W 3.60' EXISTING STRUCTURE co t) • SIGN "TOP' 4<• SIGN IDO:OT ENTERRIGHT TURN " 44, fgAlt GUY POLE #557-84 50-ft BUFFER ZONE___ 30-ft 1 ,HAIN LINK FENCE GATE 7H TREES 6" GRASS EX VGC . GRASS 70. 43' 6 " FIRE PULL BOX • • EX. SMH RIM=35.47 INV=26.47 Z O LLJ UJ Z v) O EX. SMH (LABELED DMH) RIM=9.87 INV=3.20(18") inv=1.87(18") EP CITY PARKING LOT EXISTING 6 SPACES EXIST. VGC S40° 15' 20"E 0 • C LF'3\.& GATE -6' 0 .N.3 jR62o"W N30•3,3,5 T 0"W GUY POLE GRASS EX VGC ----- UP #553 " SEWER SIGN "DO NOT ENTER" & "ONE WAY" EX. SMH RIM=10.42 24 • • ddurri/d/d /d/d/d/dd.aarld///d/d/d/asaaaadd/d%/daM7//a/e///qd/////////d/d/bY.®/d/d////d/daa/a/H////////d/d/d/6/dd/.Y//d///d/ra//.U////dd/////d////d////d///////d/////d/9////d/d/////////dd/• .///WSW//d d/.6,,Or irr. Vd,GY,d/,�d/d///ddd/d.�d/d/d////.O/d/d///d///d////d/dd//9d/d/d/d/d///d//dd/d/d/d/d/O/d/d/.�d////d/d/d/d/d/d/dF%/.%d/d/d////d/dd/Hd//d/dd/d/d/d/d///H/d//////d/d/.GYd/d/ddH/H.�d/d/d///d/d////d///d/d/d/d/dH/d dd/d/did/d/d/d////d///dd/d//dddd/////d///bY/d/%d.�''d//////d////d/d/d SIGN "ONE WAY" & "NO LEFT URN" EXIST. SMH RIM=32.39 SIGN "STOP" & "NO LEFT TURN" SIGN "ONE WAY" SIGN Iv "ONE WAY" T Nc NA .., DPW HH y�G • SDYL AD GG 0 #552 W/UG /SIGN "DO NOT ENTER" SIGN "ONE WAY" EXISTING GATE 12 ....... ...... EXISTING BUILDING PROJECT NOTES: 1. EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS & SPARAGES LLC THROUGH MARCH 2016. SOME TOPOGRAPHIC INFORMATION SHOWN ON ABUTTING LOTS HAS BEEN DIGITIZED FROM VARIOUS SOURCES. 2. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 3. THE UTILITIES SHOWN ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS 8c SPARAGES LLC, FROM VARIOUS PLANS ON FILE WITH THE CITY OF SALEM AND OTHER PLANS OF RECORD. NO REPRESENTATION OR WARRANTEE IS MADE AS TO THE ACCURACY OF THE LOCATION OF THE SUBSURFACE UTILITIES AND SHOULD BE CONSIDERED APPROXIMATE. 4. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF EXISTING CONDITION; DIFFER FROM THOSE SHOWN ON THE PLAN THAT WILL PREVENT THE PROPOSED WORK FROM BEING COMPLETED AS INTENDED. 5. CONTRACTCR TO CALL DIGSAFE PRIOR TO CONSTRUCTION. 6. SEE COVER SHEET FOR ZONING. 7. SMALL PORTIONS OF THE PROPERTY LIE WITHIN A FLOOD HAZARD AREA (ZONE A) AS SHOWN ON FLOOD INSURANCE RATE MAP NUMBER 25009C0418G, EFFECTIVE DATE JULY 16, 2014. 8. PORTIONS OF THE EXISTING BUILDING LOCATED AT 11 GOODHUE STREET HAVE BEEN DEMOLISHED. EX. SMH RIM=9.18 INV=4.60 Sly "BIKE LANE" & "NO PARKING" UP #551 E) BOSTON STREET //%d//dd//, d/dd///%//dd//d/dd/////d///%/d%//////////%/d/,p//p/jd/dd/ydjd//////d/d///%d/d///Hd/d///d////dbd/d/ d/d///////d/H.d////O/d///d/d/d/d///Zd/d/d/d///d/H/d//d//d///////d// dd/d//////////d/d/d///d////d////d/d/d2//d/d////dd/d//d//////d////d////d/dd////d/.%d//d/d///////d/dd/////////d/d//////d/d/dd//ddddd//d/d/• /d d/d///d////d///d///////aaOad///////ddd/dd/b/d/////////d/d.Y//r,/d/d/d/dd/////,aead/y/dddy/// dd/d/d/l//d//d////d/dHd////d.9///.6%///d/iI0.Ndd///////H/dd/dd/d/d////dd/.O/d/////////d/d/d///d/d/d/ddd////b//d///ddd/d/H/Zd/d/rp/d/d/d/9/d/.�/dd//db9///H/d/H////ryr/////d/d//d4)0d/. w W W ,�i�% IY•Yf BIKE LANE SIGN MONITORING WELL (M.W.) �` �tilti EX. DMH EX. CB RIM=7.95 INV=3.92 .! oy UP #550 W/UG tv EX. S w \ RIM=8.71 INV=5.50(6" I kV-1.54(18 ") Ep CONCRETE LANDING / CONCR STEPS UP #3296,- 20" WATER MAIN VGC 30 UI co • //d..',d/d////b/d/d/d/////d///d//////.:%/d/b/d/d//d/b!d/d////.b•_ yyyaddd////dd////dd.M ila ,/dd/d/////////dd//dad/.'/d/Yaa,9d//dd/b/d/ddd Ad/d///y//d////d U// d U..#,16..:,..., EX. VGC `_ •cf- ,• � � �d/ab/�/dF�bH/b/d�b�aH/ - N N UP #550-1 W/UG 700 O • F Fq '0/1 SE aaa �aarb/,.acaa LEGEND OF SYMBOLS EXISTING CONTOUR EXISTING DRAIN EXISTING CATCH BASIN EXISTING DRAIN MANHOLE EXISTING SEWER EXISTING SEWER MANHOLE EXISTING WATER EXISTING WATER GATE EXISTING HYDRANT EXISTING UTILITY POLE EXISTING OVERHEAD WIRES EXISTING CURB EXISTING EDGE OF PAVEMENT EXIST. UNDERGROUND TELEPHONE EXIST. UNDERGROUND ELECTRIC EXIST. LIGHT POLE GAS SHUTOFF GAS GATE SIGN ELECTRIC HANDHOLE EX. DMH (LABELED SMH) RIM=8.82 INV=5.17 VGC 10 D 0 OHW A WALL SEAL T E 0 OEHH I. PIPE �,w �JNKNOWN) ZONE NRCC ZON R2• w W LU Z J W v~i Uw ZLJJI 000 Q � Z u °23 Lw Z 1-21 wN > w�0 L4/1 0 m N C� 0 DRAWING: CO O N Cc - LSD O N N rn O N N 00 O N N. GOODHUE STREET ZBA FILING INFORMATION PEER REVIEW COMMENTS/ RDA FILING PEER REVIEW COMMENTS DRB COMMENTS •ct- rn N O 4J 0) 4J CZ CO a as L zi O uc�n �Q rCi o <C °•� o 0) L�a)o a)v)�On O C) N w ten u cn U as rcS v m a .01 IA rS >cu Job File Number: SALE-0037 Folder: SALE-0029 a) 0 Drawing Issued for Review Only Drawing Issued for Permit X Drawing Issued for Construction 0 ce Z 2 Q 2 O.. _� IQ 0 Z Z C.3 co w�- o w 5 0) rn00 oo rn�o Q-co0 I U Z 00 re/ ce w L/i 0 ^ us W CT) V O W OPP- (1) PROJECT NOTES: LECIND OF SYMBOLS 1- 0 0) co 0 N N D N a) z 0 0 0 1 m N M E i co Z N O 0 c 0 0 ..0 /a. 0) 0 0) a) 0 0 0 co 0] c 0 D 0 0 c 0 0 CO N O 0 ti 0) N O O W J aC ) 0 ):POSED STORMWATER ,NAGEMENT AREA #3 �MTECH SC=74Q„a CHAMBERS rows of 4 chambers) OP OF STONE=13.5 OF CHAMBERS=13.0 )PE DRAIN INV=11.54 IN ),M OF CHAMBERS=10.5 iTTQ:M OF STONE=9.5 (20.5'"x3.0.92' _DING ,TREET BUILDING VON STREET EXISTING STRUCT32. TI!l6. 3li131.0 (.0 TlR35.0 BW-31.0 SKIN 39. C=39. G.F. 0 TREES 6" GRASS 'DO NOT & R, 3". ea .. a, C' ) � aaad�a �a6No o a c CITY PARKING LOT EXISTING 6 SPACES \ TREE 1" G•F =31.0 22 » „»„flM,,_'1.4.70 -11V 2. 25 EL-15.2 31.0 B 30.5 5-5X(R; t.) TO MEET ADA (SEE ARCH. PLANS PLOP. TEPS 3 SPACES GARAGE.•"..,.EN,TRANcE..x. G.F.=15.(" G•F=31.0 F.G.-25.0 CB IM=26.25 NIIV=22.25 ,. N 1. EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS & SPARAGES LLC THROUGH MARCH 2016. SOME TOPOGRAPHIC INFORMATION SHOWN ON ABUTTING LOTS HAS BEEN DIGITIZED FROM VARIOUS SOURCES. 2. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 3. THE UTILITIES SHOWN ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS & SPARAGES LLC, FROM VARIOUS PLANS ON FILE WITH THE CITY OF SALEM AND OTHER PLANS OF RECORD. NO REPRESENTATION OR WARRANTEE IS MADE AS TO THE ACCURACY OF THE LOCATION OF THE SUBSURFACE UTILITIES AND SHOULD BE CONSIDERED APPROXIMATE. 4. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN THAT WILL PREVENT THE PROPOSED WORK FROM BEING COMPLETED AS INTENDED. .5. IF DURING CONSTRUCTION A CONFLICT SHOULD ARISE BETWEEN AN EXISTING UTILITY AND THE PROPOSED WORK THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING OF FOR RESOLUTION OF THE CONFLICT. 66. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION: 811. 7. THE PROPOSED WATER CONNECTION SIZE, TYPE & LOCATION ARE TO BE DESIGNED IN ACCORDANCE WITH 248 CMR 10.00: UNIFORM STATE PLUMBING CODE AND APPROVED BY THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS. 8. THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS AND ARCHITECTURAL SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. '9. THE APPLICANT SHALL COORDINATE WITH THE SALEM WATER DEPARTMENT TO INSURE PROPER DOMESTIC AND FIRE FLOWS PRIOR TO BUILDING PERMIT. 10. PROPOSED RETAINING WALLS TO BE DESIGNED AND CERTIFIED BY A MASSACHUSETTS PROFESSIONAL ENGINEER. PLAN IS MUST BE SUBMITTED FOR APPROVAL BY THE CITY OF SALEM BUILDING AND ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. A YD' #2=2 8/INV=2 %UMP=7' TW 30'1.0 \ 3C= 5p0 1150=a .o BC-2 .s LANE ::,.. ,....W'Q..P.,.x DROP D M'I ;...,,R.1.M.-1..,6v,0 12" INV=10.00 127INV=8.00 OUT PROP. OP DMH IM=24 E6 12" INV IN=1 .50 OUT=%''6.66 WALL, AV IP 25.0 3 "25.5 T 3 25.5 k• BOSTON STREET //Hidm/dHidid/dddi/ddaiur .r f H/d/dd/H///,%/dH//./////d//H/d///H/d//Hd/d/dHr/d//H///d/////d/dd//Hbd/d/dH/b/d/d//d/d/d///dd//// bY/d/dd//d/dH/H/,Y/.6Y////d/d/d/H/d/X/Y//L/Hd///////d//HHd.GY////diYddd/Hd/l////d//dd/////H//H///d/d/d//H/H//H ..I,tad/d/d/H/d/d/H/d/Addd/d,YY.4Y/HH/1.G/d/O,X/d/Hd,Y/dd//d/.bY/d,.14/i/d/.O////d/H/LddbA,YddD.U///.l�.O/did//Hd/d/,U/qdd,GY/d/.d/dYd/,f////d/O.NHLfSSH///d/d/d/dH/d//,W/6Y////d///////dd/.CVd/d/d,Sf/d/d/d//�ddd/d0/d/N////d//dd/d/H/H/H//d.////d/d/d/dH/,9/ddd//l/H//�Y/d/d/d/H/d/l/d////d/dd/H/dd///.GY.///// /li d/d/////Hd/d/H/l/Hdd,,,,M,97/ /H///d/.%/HHH/,!/.0/H/H////.f%//d///H/HH%///dHH//HH/H/H////H/.Yd.U/H/H i /H/LY f SDYL I H,u/bdi : : £ y i „I»,,, 1I 20" WATER MAIN /dH/,Ybdry/,py/n 11. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ABUTTING PROPERTIES FROM DAMAGE IN RELATION TO ALL PROPOSED SITE WORK. 12. THIS PROJECT WILL REQUIRE A NPDES PERMIT AS THE AMOUNT OF GROUND DISTURBANCE SHALL BE MORE: THAN 15,000 SQUARE FEET IN AREA. 13. SITE WORK TO COMPLY TO ADA STANDARDS. 14. PORTIONS OF THE SUBJECT PARCEL LIE WITHIN THE BUSINESS HIGHWAY DISTRICT, RESIDENTIAL TWO --FAMILY DISTRICT, ENTRANCE CORRIDOR OVERLAY DISTRICT, FLOOD HAZARD DISTRICT AND THE TRANSITIONAL NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE DISTRICT. 15. ALL PROPOSED CURB TO BE VERTICAL GRANITE CURBING UNLESS OTHERWISE NOTED (SEE ENTRANCE & INNER CUL-DE-SAC). 16. PROPOSED SIGN LOCATION TO BE APPROVED PRIOR TO CONSTRUCTION. 17. SEE LANDSCAPE PLAN BY BLAIR HINES DESIGN ASSOC. CONSULT ENGINEER. SHOULD A CONFLICT ARISE BETWEEN AN EXISTING UTILITY AND LANDSCAPING THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR RESOLUTION OF THE CONFLICT. 18. PROP. TRANSFORMER PAD IS APPROX ONLY. TO BE DETERMINED BY ELECTRIC COMPANY. 19. PROPOSED PAVERS TO MEET ADA GUIDELINES. 20. PROPOSED FENCE SPECIFICATIONS TO BE COORDINATED WITH ARCHITECT AND LANDSCAPE ARCHITECT. 21. GOO[)HUE ST IMPROVEMENT INFORMATION PROVIDED BY STANTEC AND IS DRAFT ONLY. 22. DEVELOPER SHALL COORDINATE WITH CITY OF SALEM AND STANTEC TO INCORPORATE GOODHUE IMPROVEMENT PANS AND 11 GOODHUE ST DESIGN. PROP. SHALLOW CB RIM=7.95 12" INV=4.25 EX EX. CB RIM=7.95 I NV=3.92 DMH REPLACE CB 'T GRATE WITH a SOLID COVER PROP. RIM=8.0 12" INV=4.17 IN HDpE�iN yii=/d/bd. PROPOSED STORMWATER MANAGEMENT AREA #2 ;FOR TOWNHOUSE ROOF RUNOFF ONLY (12) STORMTECH SC-740 CHAMBERS (3 rows of 4 chambers) ...,., TOP OF STONE=23.0 TOP OF CHAM,B.ERS`-22.5 6" HDPE ROOF DRAINS INV'S= 21.5 IN BOTTOM OF CHAMBERS=20.0 BOTTOM OF STONE=19.0 (15.75'x38.04') C-24. C-24. IR P. SEDIMENT & 0I Lx..»,SEPxA.QR, -;bx RIMs=BROUGHT TO-F'. 'xx ,,. TOP OF TANK=22.E-5 12" INV IN=20.86 12" INV OU20.61 T;F,ANK ,.16.53 EL-23.5 PROP. RIM=9.3U 8" INV=5.63 12" INV=6.08 IN 12" INV=6.08 OUT 24. C=23. DOUBLE GRATE SHALLOW CB RIM=22.30 TWRf-23.0 3C-22.5 EX. DMH (LABELED SMH) RIM=8.82 INV=5.17 0 -E)„ . CB R I M-=1--•$484 COORDINATE WITH GOODHUE ST"""4PROVEMENTS IMPERMEABLE MEMBRANE 1' OFF EDGE OF STONE (80-ft LONG) -DEPTH TO EXTEND< 1-FT BELOW BOTTOM OF STONE LAYER �HH/HHH,,H/b/H/b///////H/H//h/H� �H ��H/HJHd/q/H/H/H/ /ii� HN� 12 INV- 0 jf •,,.,x,»„x,",,,x„xxx, HiIHHHi/Hiii/,ridi/�•°���/�iH���i�iHHHi/li ' - • f �/i iloiiambcya /���� �H 19 5 "•;r /HH/ /i m�Hlb//�%HHiH//HH�iH HHiiiwlHHid �H�HII/�H// H/H/::.:5 /HH/d/H/H H/H/U,,Y/H/H /AH//�/Hd/H/pHH/ /HHHH,Y/H///l�H ». � /HHHIIH/H/ /H/H/l/HH/�d//w/ /b//b/HHHHH////{yp " � � PROPOSED SEDIMENT""`x` ""x-p�.pHa . ,i H/H/HH/Hub/HHl/HHH/Hp � ,,,,uxuuxx,»,x»,",,.0 HHHH///H/H/HHlH7/HHH////Hl//.(9.HHI & OIL 'SEPARATOR bH/l ^y / gHHH/H/� N �•'HHI� WHH/ ems=BROUGHT TO F.G. H HH"" : -20.84 TOP 0 12" INV IN=19.25 12" INV OUT=19.00 BOTTOM OF TANK=14.92 EXISTING CONTOUR EXISTING DRAIN EXISTING CATCH BASIN EXISTING DRAIN MANHOLE EXISTING SEWER EXISTING SEWER MANHOLE EXISTING WATER EXISTING WATER GATE EXISTING HYDRANT EXISTING UTILITY POLE EXISTING OVERHEAD WIRES EXISTING CURB EXISTING EDGE OF PAVEMENT EXIST. UNDERGROUND TELEPHONE EXIST. UNDERGROUND ELECTRIC EXIST. LIGHT POLE GAS SHUTOFF GAS GATE SIGN PROPOSED CONTOUR PROPOSED SPOT ELEV. PROP. DRAIN FLOW PROPOSED DRAIN PROPOSED CATCH BASIN PROPOSED YARD DRAIN PROPOSED ROOF DRAIN PROPOSED SEWER PROPOSED PAINTED TRAFFIC ARROW PROPOSED RET WALL (FENCE/RAIL) LIGHT POLE 10 D S 0 W roc OHW 7/ m--26,e_ 0 RD 0 PROPOSED STORMWATER MANAGEMENT AREA #1 (42) STORMTECH SC-740 CHAMBERS [6 rows of 7 chambers) TOP OF STONE=20.5 TOP OF CHAMBERS=20.0 12" HDPE DRAIN INV'S=18.54 IN 12" HDPE INV=18.71 OUT BOTTOM OF CHAMBERS=17.5 BOTTOM OF STONE=15.5 (30.0'x52.28') figLx... I. PIPE UNKNOWN) SEAL RICHARD L. WILLIAMS CIVIL o. 40190 a�0 w Lu ce E-- w 0 0 0 oa W W z 0 0 eNJ DRAWING: C-3 MARCH 31, 2016 00 t0 0 0) 0 N �t- N 00 0 N 11 GOODHUE STREET ZBA FILING INFORMATION z c 2 0 v w w ce w 0 PEER REVIEW COMMENTS DRB COMMENTS Job File Number: SALE-0037 Drawing File Folder: SALE-0029 Drawing Issued for Review Only Drawing Issued for Permit X Drawing Issued for Construction CA T�1 0 +'i w an 00 4 L..N 'Et'd- - I-- 00• o 01 Wz Q rn 00O I► zQ 2,-.N-,i I a 0 ea oi, N. w I� rue 0f-wLi 03 Q 0 N �U wj-tl'i2 EEt� Cir) 1-7 o_ o 00 co 0 ('1 1-. (V co 1 in N 0 0 z J N M Ea' z O 0 0 u) 0 a�/�, W (75 G) a) 0 rr0 V CD D) 0) 0 0 m N O) O 1'- 0) N to I- O w „HANDICAPARKI v 0 :oPNG"-000:,0° u,0 33 O i <,.q t LEGEND OF SYMBOLS EXISTING HYDRANT EXISTING UTILITY POLE EXISTING CURB EXISTING EDGE OF PAVEMENT EXIST. LIGHT POLE SIGN PROPOSED PAINTED TRAFFIC ARROW PROPOSED RET WALL (FENCE/RAIL) LANDSCAPED AREA PAVERS PAINTED HANDICAP SYMBOL BOLLARD PROP VERTICAL GRANITE CURB (VGC) PROP SLOPED GRANITE CURB 9/ VGC SGC C R B TO B E 00y""' RMOVED ADA ��\S oaar�/rar ` ��� SIGN COMPLIANT �0 WCR SIGN "STOP' ROMPP.LIACNUTRBCO, ADA WCR PROP. LS AREA PROP. LS AREA -------------- PROP. CNC TREES 6" GRASS EX VG \/GC SIGN "DO NOT I ENTER" & "RIGHT TURN ONLY" SIGN "ST• PARKING CALCULATIONS CATEGORY REQUIRED SPACES PROVIDED SPACES RESIDENTIAL 55 UNITS 2 PER UNIT = 110 101 COMMERCIAL 736 S.F. 1 SPACE PER 150 GSF = 5 _ TOTAL 115 101 49 EXTERIOR, 41 PARKING GARAGE & 11 TOWNHOUSE GARAGES = 101 4 s. ' (,; c)4Z- e:Pes6:444. yam' 4 ��,ym,/ N CTY PARKING LOT " EXISTING 6 SPACES EXIST. VGC SIGN "DO NOT ENTER" & "ONE WAY" SIGN "STOP" PROP. 5' WALK 89 2 SPACES 9'x22 (TYP.) PROP. RET WALL PROP 5' WALK SIGN "ONE WAY" & "NO LEFT URN" SIGN "STOP" & "NO LEFT TURN" TREE 2" SIGN "NO ARKING" CURB REMOVED HC RAMP 5% MAX. SLOPE PROP. TEPS PROP. 5 WALK PROP. HC. RAMP ---------- GRASS --VGC EX CLOSE EXISTING CURB CUT & MATCH CURBING TYPE • Z O L.0 U) LU Z CLOSE EXISTING CURB CUT & CLOSE EXISTING 3 SPACES 10 SPACES PROP. LANDSCAPE AREA PROP. SNOW STORAGE REPLACE EXISTING SIDEWALK ALONG BOSTON STREET FRONTAGE P°P• RET WALL R=5 SIGN "ONE WAY" PROP. SNOW STORAGE PROP. BIKE RAC K SPRINKLER ROOM ZONING TABLE ZONE: NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE (NRCC) REQUIRED/ALLOWED PROVIDED MINIMUM LOT SIZE 15,000 ft2 76,716 ft2 MINIMUM LOT AREA / DU 3,500 s.f. 1,395 s.f./ DU MINIMUM LOT WIDTH 60 ft. 476'± MINIMUM STREET FRONTAGE 100 ft. 477.78 ft. MINIMUM FRONT SETBACK - 0.6 ft. (GOODHUE ST) MINIMUM SIDE SETBACK - 3.3 ft. MINIMUM REAR SETBACK - - MINIMUM OPEN SPACE - 47 % MAXIMUM BUILDING HEIGHT MULTIFAMILY 50 ft. 46.5 ft. MAXIMUM STORIES MULTIFAMILY 4 4 MAXIMUM BUILDING HEIGHT BOSTON STREET TOWNHOUSES 40 ft. 30 ft. MAXIMUM BUILDING HEIGHT BOSTON STREET TOWNHOUSES 3 3 MAXIMUM BUILDING HEIGHT GOODHUE STREET TOWNHOUSES 50 ft. 29.9 ft. MAXIMUM BUILDING HEIGHT GOODHUE STREET TOWNHOUSES 4 3 MAXIMUM BUILDING GROUND COVERAGE 50% 30% FLOOR AREA RATIO 2 to 1 (139,592 GSF) 1.12/1 (71,840 GSF) (SEE ARCHITECTURALS) SIGN "ONE WAY" SIGN "BIKE LANE" & "NO PARKING" BIKE LANE SIGN PROP. 5' WALK 9'x19' (TYP.) PROP. RET WALL OAF "I PROP. 5' WALK PROP. CURB 'i0//O%///0 19 SPACES EX VGC X VGC CLOSE EXISTING MATCH CURBING TYPE CURB CUT & CURB CUT & •-41IATC�.LCURRI LQ •TyE� MATCH CURBING TYPE •////HH////ii//////.79iiillAlJ/b/////1i/H// 07.9/7.2,.//.MMW///,,,/�H/H/H/H/// /G�� //H/// ///A/.3D / % //////////////9�/O/O//////d/////////////////H/H///O//////////H/////%/////////////H/////////%////////%///////Nd/d/O///////lam -- ��� �� ///9YH///////////H///,////////N/////////.9Y///////////H/////r.0/OY.%O///////%2////.////O///9////hY/////////H//H//////////////H///////////////////H///////////OYOHYO//H.0119/////////////d/////hYH/H/////////.O/.O///9/H/H/Hd/O//////////////b'///H/////////H//C/////H/H////H////9////H/////////////////////NH//N/9///d/9/O//H///////////////%/O/////////N//////////H//////O/d/O,Y//O//H//////d///////O////.%�Y////////%//////%////////////////////,////H/H/H/H%//////////////////HH//H/H///O/d//2///9/ M%/�/N/%/H/H//.,////%O/ • •�I�•�I�• • • 20" WATER MAIN VGC BOSTON STREET VGC PROP. HC. RAM P PROP. HC. RAM P PROJECT NOTES: 1. EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS & SPARAGES LLC THROUGH MARCH 2016. SOME TOPOGRAPHIC INFORMATION SHOWN ON ABUTTING LOTS HAS BEEN DIGITIZED FROM VARIOUS SOURCES. 2. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 3. THE UTILITIES SHOWN ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS & SPARAGES LLC, FROM VARIOUS PLANS ON FILE WITH THE CITY OF SALEM AND OTHER PLANS OF RECORD. NO REPRESENTATION OR WARRANTEE IS MADE AS TO THE ACCURACY OF THE LOCATION OF THE SUBSURFACE UTILITIES AND SHOULD BE CONSIDERED APPROXIMATE. 4. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN THAT WILL PREVENT THE PROPOSED WORK FROM BEING COMPLETED AS INTENDED. 5. IF DURING CONSTRUCTION A CONFLICT SHOULD ARISE BETWEEN AN EXISTING UTILITY AND THE PROPOSED WORK THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING OF FOR RESOLUTION OF THE CONFLICT. 6. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION: 811. 7. THE PROPOSED WATER CONNECTION SIZE, TYPE Sc LOCATION ARE TO BE DESIGNED IN ACCORDANCE WITH 248 CMR 10.00: UNIFORM STATE PLUMBING CODE AND APPROVED BY THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS. 8. THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS AND ARCHITECTURAL SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 9. THE APPLICANT SHALL COORDINATE WITH THE SALEM WATER DEPARTMENT TO INSURE PROPER DOMESTIC AND FIRE FLOWS PRIOR TO BUILDING PERMIT. 10. PROPOSED RETAINING WALLS TO BE DESIGNED AND CERTIFIED BY A MASSACHUSETTS PROFESSIONAL ENGINEER. PLAN IS MUST BE SUBMITTED FOR APPROVAL BY THE CITY OF SALEM BUILDING AND ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. 11. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ABUTTING PROPERTIES FROM DAMAGE IN RELATION TO ALL PROPOSED SITE WORK. 12. THIS PROJECT WILL REQUIRE A NPDES PERMIT AS THE AMOUNT OF GROUND DISTURBANCE SHALL BE MORE THAN 15,000 SQUARE FEET IN AREA. 13. SITE WORK TO COMPLY TO ADA STANDARDS. 14. PORTIONS OF THE SUBJECT PARCEL LIE WITHIN THE BUSINESS HIGHWAY DISTRICT, RESIDENTIAL TWO-FAMILY DISTRICT, ENTRANCE CORRIDOR OVERLAY DISTRICT, FLOOD HAZARD DISTRICT AND THE TRANSITIONAL NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE DISTRICT. 15. ALL PROPOSED CURB TO BE VERTICAL GRANITE CURBING UNLESS OTHERWISE NOTED (SEE ENTRANCE & INNER CUL-DE-SAC). 16. PROPOSED SIGN LOCATION TO BE APPROVED PRIOR TO CONSTRUCTION. 17. SEE LANDSCAPE PLAN BY BLAIR HINES DESIGN ASSOC. CONSULT ENGINEER. SHOULD A CONFLICT ARISE BETWEEN AN EXISTING UTILITY AND LANDSCAPING THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR RESOLUTION OF THE CONFLICT. 18. PROP. TRANSFORMER PAD IS APPROX ONLY. TO BE DETERMINED BY ELECTRIC COMPANY. 19. PROPOSED PAVERS TO MEET ADA GUIDELINES. 20. PROPOSED FENCE SPECIFICATIONS TO BE COORDINATED WITH ARCHITECT AND LANDSCAPE ARCHITECT. 21. GOODHUE ST IMPROVEMENT INFORMATION PROVIDED BY STANTEC AND IS DRAFT ONLY. DEVELOPER 22. SHALL COORDINATE WITH CITY OF SALEM AND STANTEC TO INCORPORATE GOODHUE IMPROVEMENT PANS AND 11 GOODHUE ST DESIGN. /Nip GATE/' reareMa Wffffillig Warm Win FAMffin 703AiNialUP-LIGHTING AT SIGN PROP. SIGN nu-)1 CLOSE EXISTING CURB CUT & MATCH CURBING TYPE • EX, vcc PROP. HC. RAM P • • /fr PROP. SNOW STORAGE PROP. LS AREA PROP. HC. RAMP CLOSE EXISTING 'VGC _ CURB CUT & MATCH CURBING TYPE VGC aam/y aq a, SCALE: 1"=20' 01) O MARCH 31, 2016 11 GOODHUE STREET ZBA FILING INFORMATION z J 0 z w 0 U w w cc cc w w 0 PEER REVIEW COMMENTS DRB COMMENTS 282 BENNINGTON STREET EAST BOSTON, MA 02128 Job File Number: SALE-0037 Drawing File Folder: SALE-0037 Drawing Issued for Review Only E a L v = X c 0 1- 4, N c 0 L = RICHARD L. WILLIAMS CIVIL No. 40190 V&O 0 >w w cc z 2 g= N Z Z T 00 w r O w rn 0 z O J 00 00 O O 00 0 m 00 p L.n . U M W. N. L Z Z OP- V) GENERAL UTILITY NOTES: LEGEND OF SYMBOLS PROPOSED STORMWATER MANAGEMENT AREA 03 (16) STORMTECH SC-740 CHAMBERS [4 rows of 4 chambers) TOP OF STONE=13.5 TOP OF CHAMBERS=13.0 12" HDPE DRAIN INV=11.54 IN BOTTOM OF CHAMBERS=10.5 BOTTOM OF STONE=9.5 (20.5°x30.92' >ILDING �E STREET ,RO EX. SMH (LABELED DMH) RIM=18. #„; PROPOSED H / RECYCLE ENCRE�" --I-2X 2 0' ± <ISTING BUILDING STREET 5 GROVET EXISTING STRUCTURE EXISTING BUILDING 494 BOSTON STREET PROP. SEWER SERVICE (TYP.) PROP. SMH RIM=37.80 INV=25.00 404 �q� GUY POLE #557-84 POLE & GUWIRE RD PROP. DOMESTIC •- efts ._°ECHANICAL. ENGINEER RD _• --- WATER. SIZE TO BE DE MINA _••••RD BY ppnn RD GG EX. SMH (LABELED DMH) RIM=9.87 INV=3.20(1 8") inv=1 .87(18") UP #553 444 EX. SMH RIM=10.42 s CITY PARKING LOT EXISTING 6 SPACES CB RIM=14.70 INV=12.25 2 •...3' ZahCtun".i PROPOSED SEDIMENT & OIL SEPARATOR RIMs=BROUGHT TO F.G. TOP OF TANK=13.75 yts,::a 12" INV :lN=12.18 12" INV :OUT==1 .54 BOTTOM 10F TANK=7.83 PROP. SMH RIM=37.00 INV=28.00 GRASS rh-iiiarirruniniMrou/.wim//m/iriNii/r+/Mviu/nirr/r/riirur/ririi �iNi wininir�iariw r�iiu 'wNriir�ai=rwrrro viriMrrorarurMrrrrm'rrun�inr�urr �raru/r airrrvraHrrairi/mr�%" ❑ T ,,,GUY APO L E s FIRE PULL BOX EX. SMH RIM=35.47 INV=26.47 0 s FITNESS ROOM r-SI„X;ka;:;h.: :st:;vse'Sae.::x:;::x:::sr,s;;,.`:y;Sy:-. U #552 W/UG /SIGN "DO NOT ENTER" YD` 412=2 ;s5 ,.` ' aiNV=225 /\ SUMP= "1.0 PROP. DMH RIM-26.5 S-22.48 1218 INVE.22.15 T NYo DPW H PROP. MDC GAS TRAP RIM=S.9± VENT PIPES TO ROOF RESTORE EXISTING SMH & SERVICE CONNECTION TO MAIN (PROVIDE A WATER TIGHT COVER) EX. SMH RIM=9.18 INV=4.60 • (PLUGGED) L PROP:' DOMESTIC WATERWATEO. SIZES TO 3E DETERMINE` BY MEOHANIC4 ENGINEER PROP. FOE SEFiACE SIZE TO BE ETERMINED BY; H MECHANICAL ENGI -DOMESTIC SEWER REPLACE EXISTING SLICE W. PVC (IIN 2%) YD =25.8 8"°INV=23.55 SUMP=21.30 UP #551 PROP. ROOF DRAN 8" HDPE INV OUT=S.5 PROP. DROP DMH RIM=16.00 12" INV=10.00 IN 12"- INV=8.00 OUT 1. CONTRACTOR SHALL FIELD -VERIFY EXISTING CONDITIONS INCLUDING UTILITIES PRIOR TO CONSTRUCTION. ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES AND / OR CONFICTS. ALL WATR MAIN FITTINGS SHALL BE RESTRAINED WITH APPROPRIATELY SIZED THRUST BLOCKS OR RESTRAINING GLANDS. TESTING, FLUSHING, AND INSPECTION OF NEW WATER SERVICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF SALEM. A MASSACHUSETTS APPROVED TESTABLE DOUBLE CHECK VALVE ASSEMBLY BACKFLOW PREVENTER SHALL BE INSTALLED ON NEW FIRE SERVICES. 2. TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT PATCHED. 3. ALL STORM DRAINS SHALL BE 12" DIA. HDPE EXCEPT AS OTHERWISE NOTED HEREON. 4. UNDERGROUND ELECTRIC, TELEPHONE, CABLE AND GAS SERVICE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY HAVING JURISDICTION. 5. WATER AND SEWER SHALL BE CONSTRUCTED WITH A MINIMUM HORIZONTAL SEPARATION OF 10 FEET. A MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED WHERE WATER AND SEWER FACILITIES CROSS. IF EITHER OF THESES CONDITIONS CANNOT BE MET, THE SEWER SHALL BE ENCASED IN A SLEEVE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE AREA WHERE THE REQUIRED CONDITIONS ARE NOT MET. 6. ALL NEW SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC PIPE CONFORMING TO ASTM D3034. SEWER PIPE WITHIN 10 FEET OF THE BUILDING SHALL CONFORM TO THE STATE PLUMBING CODE. TESTING OF SEWER SERVICES SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF THE CITY OF SALEM. 7. UTILITY SERVICES ARE APPROXIMATE AND SIZES SHALL BE DETERMINED BY ARCHITECT AND MECHANICAL ENGINEER. 8. ALL COVERED PARKING SHALL BE EQUIPPED WITH FLOOR DRAINS WHICH DISCHARGE TO AN "MDC GAS TRAP" AND, ULTIMATELY, TO THE SANITARY SEWER SYSTEM. 9. ALL PROPOSED SEWER MANHOLES WITH RIMS LOWER THAN ELEVATION 10.0 SHALL BE PROVIDED WITH WATERTIGHT COVERS. 10, SHUTOFF VALVES ARE TO BE GARAGES THAT ARE SUBJECT TO MECHANICAL PLANS FOR DETAILS. 11, ALL ELEVATIONS SHOWN ARE (NAVD88). PROVIDED FOR ALL FLOOR DRAINS WITHIN THE PARKING INUNDATION DURING FLOOD EVENTS. SEE BUILDING REFERENCED TO THE NORTH AMERICAN DATA OF 1988 12, ALL EXCAVATION TRENCHES SHALL BE IN ACCORDANCE TO STATE AND FEDERAL LAWS. 13, EXISTING UTILITIES THAT ARE NOT TO BE USED AND/OR ABANDONED SHALL BE CUT AND CAPPED AS DIRECTED BY THE CITY OF SALEM DPW / ENGINEERING. 18, PROPOSED TRANSFORMER PAD IS APPROXIMATE ONLY. ELECTRIC SERVICE TO BE DETERMINED BY OTHERS. 19, UTILITIES IN GOODHUE STREET TO BE COORDINATED WITH CITY IN CONJUNCTION WITH GOODHUE STREET IMPROVEMENTS PRIOR TO INSTALLATION. PROP. MONITORING SHALLOW CB WELL (M.W.) RIM=7.55 12 INV=4.25 EX. DMH DMH RIM=2S.05 INV=21.75 EX. CB RIM=7.95 INV=3.92 15" SEWER s W/dd//O/9d// 3L7607//dd/ddd/// ISAMMH//dddd//////d/dddd /dd//HH/d/dd/. d//d.�b//pd.0////dd.///H//2//dH//H/Hd//Hd/d////d/d//d///d/d/////d/d/H/d////.r9////dd/d/d/dd/d/bW///d//////////d/ 1 0 UP #361 EXIST. SMH RIM=32.39 H/p/HA /Hd/0.70H////d/Hd/p/d/ Hp/pdpd// / 7...HH///H///////d////H/H/H//H/// H d///H/H/HH. H/H//////d/H/H/H/H///H/d/H/H/H/.Gfi9/H///////H/H/%Y//H/H////HH//H/////H/ GG 0 W 20" WATER MAIN 5 BOSTON STREET W/7Z.'eW.07// Y/H///H//H/p/HH/H/H/H///HHHHH/H/HHH//H////d//dH//////Hd/d/HH///HH//H/HH/H///H//HH//H/H/p/H/H///H/H///H///////,GHd/.09%.fl//HH?%H////////H////////d///Hd/H/HHp/////H/H/d/H///H/H///H/dy///p/H/H//H////H/H/ W W %p/pH//H/pppp//ppp/H/H %ppp/p/p/Hp/p/pry/.dv ///d/H/HH//d/HH/pp/p//HH/H/H/p- �/O///ryH/u/H/HdpHipidH/Hi/HiH�s PROPOSED STORMWATER MANAGEMENT AREA f 2 FOR TOWNHOUSE ROOF RUNOFF ONLY V UP #3296 REPLACE CB Q GRATE WITH SOUD COVER PROP. RIM=8.0 12" INV=4.17 IN UP #550 W/UG EX. S RIM=8.71 INV=5.50(6" \/-.1‹,-(1 PROP. TRANS PAD PROP. SEDI' &OIL RIMe=BROU TOP OF T 12" INV IN= 12 INV OU1 (12) STORMTECH SC-740 CHAMBERS (3 rows of 4 chambers) TOP OF STONE=23.0 TOP OF CHAMBERS=22.5 5w HDPE ROOF DRAINS INV'S= 21.5 IN BOTTOM OF CHAMBERS=20.0 BOTTOM OF STONE=19.0 (15.75'x38.04') H/iHpip/idHiH/H/urlY//d//////H/H////.//H%//H/d/H/ �% //H/HHHu /H HH//Hp///H//ry/ WH//ryiHH/p/HHHq//H I / T TO .t . K=22.45 0.86 20.61 NK=15.53 UP #16 PROP. DMH RIM=9.30 8" INV 5.53 IN ROOF 12" INV=5.00 IN 12" INV=6.08 OUT PROP. SMH (SEE NOTE 19) DOUBLE GRA SHALLOW CB RIM=22.30 ry„/H,H,Hry� ��pHHd,H 12� INV=1 9.50 'Up✓H/ /H/H/HH//Hry W_- HHH/H/HHp H PROPOSED SEDIMENT & OIL SEPARATOR =BROUGHT TO F.G. TOP -�_0.84 12" INV IN=15.25 12" INV OUT=19.00 BOTTOM OF TANK=14.92 EX. DMH (LABELED SMH) RIM=8.82 INV=5.17 IMPERMEABLE MEMBRANE 1 ° OFF EDGE OF STONE (80-ft LONG) -DEPTH TO EXTEND 1-FT BELOW BOTTOM OF STONE LAYER EXISTING CATCH BASIN EXISTING DRAIN MANHOLE EXISTING SEWER EXISTING SEWER MANHOLE EXISTING WATER EXISTING WATER GATE EXISTING HYDRANT EXISTING UTILITY POLE EXISTING OVERHEAD WIRES EXISTING CURB EXISTING EDGE OF PAVEMENT EXIST. UNDERGROUND TELEPHONE EXIST. UNDERGROUND ELECTRIC EXIST. LIGHT POLE GAS SHUTOFF GAS GATE SIGN PROP. DRAIN FLOW PROPOSED DRAIN PROPOSED CATCH BASIN PROPOSED YARD DRAIN PROPOSED ROOF DRAIN PROPOSED SEWER PROPOSED LIGHT 14 10 eBB 0 .60 PROPOSED STORMWATER UP MANAGEMENT AREA 01 (42) STORMTECH SC-740 CHAMBERS #550-1 [6 rows of 7 chambers) W/UG PROP. SMH TOP OF STONE=20.5 (SEE NOTE 1 S) TOP OF CHAMBERS=20.0 12 HDPE DRAIN INV'S=18.54 IN 12" HDPE INV=18.71 OUT BOTTOM OF CHAMBERS=17.5 BOTTOM OF STONE=15.5 (30.0°252.28') 8" SEWER s4 'HHi/pe==� �/Hai„a aiHH//ay HHH===H q/HH/H/pH/HpH/h.0%N/H/p LY/H/HHH/H//p/HH/// =H �/Hpg===H/HHHH, PROP. SMH \ (SEE NOTE 19) EX. 8" D.I. PIPE..:;....., (SOURCE UNKNOWN) H Y� W J W W W 0 0 u W W DC tA Z 0 issmen VI 0 i O DRAWING: C-5 Lli 0 - W 1 MARCH 3 0 0 0 0 0 fV fV c f\1 (\I GOODHUE STREET ZBA FILING INFORMATION J 0 H w 2 0 v w w w a PEER REVIEW COMMENTS DRB COMMENTS a a) 4-0 V t! •c < 0 a) V'i o O a� V 1 U L: Lr U as DI fTI W Cll a� a) '> •3 0 cn Drawing File Folder: SALE-0029 Drawing Dr X Drawing con Con ';=4 rn 0 2 m0 o1- w 0 I2 00 00 0 al co N. 2 m000 Ln U • 06,z 01 L zo"z w = C. LI Ow- Cr) ,ROVES <1STING BUNG 5 GROVE REET 69 69 EXISTING BUILDING 494 BOSTON STREE 69 69 69 69 69 69 69 69 W//.[//MA LSO/47AAA/.O/L/,MP/A/H/Ltt6Y/O.lAFAV.YiY/MAA2AXAMA !.!/.I.O�!/.!///.dAY.P//.Y//.G�YFAHAFAid/d/A:AAWAAY//�Jh YAAAAANA//AMA AAPAAANA/A4/.fYd/d/d/ddH//dA WAWA %///d/.fiMXYd/d/H/d/d/dYA W/FMA////d///dd/d/IAY/d.WdLAWAWA, e e d(� NYO 5<. 69 43 69 /H/H/HAYAYdH//AWAYH,X////H/dd/d/dd/d/d//dd////ddAN///dA Target Point Set 912 points at z=0, sp 10ft by 10ft HORIZONTAL FOOTCANDLES Average 0.5 Maximum 3.8 Minimum 0.0 Avg:Min N/A Max:Min N/A Coef Var 1.77 UnifGrad N/A 0.1 Q59 LL V I\A SC E3UL SYMBOL LABEL QUANTITY CATALOG NUMBER EATON LIGHTING DESCRIPTION LAMP TILT LLF A 11 STRE:ETWORKS SERIES LED UTLD- E03- LED- E- U -T3-HSS (FINISH,ELIECTRICAL,PEDASTAL & POLE TO BE SPECIFIED BY OTHERS) 1 NOTES: PHOTOMETRIC FILE TYPE III WIDE OPTICS 12' MOUNTING HEIGHT 3000K LUMINAIRE LUMENS 3907 21 LED's 0° 0.85 UTLD—E03—LED—E—U—T3—HSS-7030.ies STREIETWORKS SERIES LED UTLD - E03 -LED - E- U - 5WQ (FINISH,ELECTRICAL,PEDASTAL & POLE TO BE SPECIFIED BY OTHERS) TYPE 5 SQUARE WIDE OPTICS 12' MOUNTING HEIGHT 3000K LUMINAIRE LUMENS 7742 1. SECURITY LIGHTING TO BE DETERMINED. 2. ILLUMINANCE VALUES CREATED FROM MANUFACTURERS PHOTOMETRIC DATA. 3. ILLUMINANCE VALUES SHOWN REPRESENT MAINTAINED HORIZONTAL FOOTCANDLES AT GROUND LEVEL, 4. FOOT CANDLE VALUES SHOWN DC) NOT ACCOUNT FOR LIGHT REFLECTION, EXISTING LIGHT SOURCES, SLOPING GRADE OR EXISTING OR PROPOSED THREE DIMENSIONAL OBJECTS. c °610 69 OF01$ S 69 69 69 EEC' ) 4)3 21 LED's 0 0.85 UTLD—E03—LED—E—U-5WQ-7030. ies EATON LIGHTING A STREETWOKS SERIES A w J W W tz, z U w QZ� JCf"" Ci W 2 UFO O w�� 000?) o w dice E2 Z O O O (3) LL 0 W W w 0 t/? U cn GD m rtt a) co a) r; > •co 3' O © o- Drawing File Folder: SALE-0029 S EAL :71 p4 m 0 w Ow— (Z) MORTAR FINISHED GRADE SUPPLIER TO PROVIDE 12—INCH COVERS TO SUPPORT AN H-20 LOAD CONICAL SECTION RISER SECTION BASE SECTION 12"MINIMUM SCREENED GRAVEL a a EJ OMA552000026 FRAME & GRATE OR APPROVED EQUAL BRICKS AND MORTAR TO BE USED TO MAKE GRADE ADJUSTMENTS 1 WEEPHOLE TO BE PRECAST IN RISER ° SECTION a r a NORMAL WATER LEVEL • a 046 IJ� PRECAST CATCH BASIN DETAIL (NOT TO SCALE) SINGLE GRATE OUTSIDE OF PIPE +2" CLEARANCE "THE ELIMINATOR" CATCH BASIN TRAP OR APPROVED EQUAL UNDISTURBED EARTH FINISHED GRADE MORTAR SUPPLIER TO PROVIDE 12—INCH COVERS TO SUPPORT AN H-20 LOAD CONICAL SECTION RISER SECTION BASE SECTION 12"MINIMUM SCREENED GRAVEL ° 4 FRAME & COVER BRICKS AND MORTAR TO BE USED TO MAKE GRADE ADJUSTMENTS WEEPHOLE TO BE PRECAST IN RISER SECTION PIPE OPENINGS TO BE PRE —CAST IN RISER SECTION -7 '/. .a a ' a • 0 0,- 00 OUTSIDE OF PIPE +2" CLEARANCE 0.1--FT DROP ACROSS THE. MANHOLE UNDISTURBED EARTH PRECAST CONCRETE DRAIN VIAN H O LE DETAIL (NOT TO SCALE) FINISHED GRADE EJ OMA552000066 3 FLANGE FRAME & GRATE @ CURB OR APPROVED EQUAL EJ OMA552000067 4 FLANGE FRAME & GRATE @ LOW POINTS OR APPROVED EQUAL MORTAR MIN. 8" FLAT TOP RISER SECTION BASE SECTION 12"MINIMUM SCREENED GRAVEL .a. 4 ° 48"OPENING d 5'-0" DIAMETER 4 NORMAL WATER LEVEL o I . eL I ‘41-• BRICKS AND MORTAR TO BE USED TO MAKE GRADE ADJUSTMENTS WEEPHOLE TO BE PRECAST IN RISER SECTION OUTSIDE OF PIPE +2" CLEARANCE "THE ELIMINATOR" CATCH BASIN TRAP OR APPROVED EQUAL UNDISTURBED EARTH PRECAST DOUBLE GRATE CATCH BASIN (NOT TO SCALE) 6" DIA. SCH40 STEEL PIPE, FILLED WITH CONCRETE. PROVIDE 4" WELDED CLOSURE PLATE AT BOTTOM. PIPE SHALL BE RUST FREE AND PRIME COATED. BOLLARDS TO BE COVERED WITH POLYETHYLENE SLIP COVER. COLOR TO BE COORDINATED WITH OWNER. PROVIDE POSITIVE SLOPE AWAY FROM BOLLARD, SMOOTH CONCRETE FINISH / i FINISH PAVEMENT GRADE 24" CONCRETE FOUNDATION USE SONOTUBE FORM 3/8" DIA. WELDED HOOPS. 18" DIA. TOP, BOTTOM, AND CENTER \ \/ \� \ COMPACTED Y/\/////\//\//\/ UNDISTURBED SOIL POLYETHYLENE COVERED BOLLARD DETAIL (NOT TO SCALE) BINDER COURSE TOP COURSE FOR PAVEMENT MAKEUP, SEE PAVEMENT NOTES -11 VARIES )))) /9)))M))))M)) BASE COURSE CRUSHED STONE po 000 `oQ �° °oo 0 0 D 8 GRAVEL BASE°o 6o E 0 SLOPED GRANITE CURB AS SPECIFIED MIN. 2" 3:1 SLOPE 4" REVEAL LAYER TOP COURSE LAYER BINDER COURSE DENSE GRADED CRUSHED STONE POURED CONCRETE BASE COMPACTED SUBGRADE VERTICAL GRANITE CURB, TYPE VB FINISH GRADE, MATERIAL VARIES 0 j0ooQo oL�o 0 00SCR) 6" MIN. 'ago MIN. Soho\/, Y��i\�/> //./\/\ VERTICAL & SLOPED GRA\ITE CURB DETAIL (NOT TO SCALE) PROJECT NOTES: 1. EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS & SPARAGES LLC THROUGH MARCH 2016. SOME TOPOGRAPHIC INFORMATION SHOWN ON ABUTTING LOTS HAS BEEN DIGITIZED FROM VARIOUS SOURCES. 1. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN DATA OF 1988 (NAVD88). 2. THE UTILITIES SHOWN ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS & SPARAGES LLC, FROM VARIOUS PLANS ON FILE WITH THE CITY OF SALEM AND OTHER PLANS OF RECORD. NO REPRESENTATION OR WARRANTEE IS MADE AS TO THE ACCURACY OF THE LOCATION OF THE SUBSURFACE UTILITIES AND SHOULD BE CONSIDERED APPROXIMATE 3. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN THAT WILL PREVENT THE PROPOSED WORK FROM BEING COMPLETED AS INTENDED. 4. DURING CONSTRUCTION SHOULD A CONFLICT ARISE BETWEEN AN EXISTING UTILITY AND PROPOSED WORK THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING FOR RESOLUTION OF THE CONFLICT. 5. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION: 811.. 6. THE PROPOSED WATER CONNECTION SIZE, TYPE & LOCATION ARE TO BE DESIGNED IN ACCORDANCE WITH 248 CMR 10.00: UNIFORM STATE PLUMBING CODE. 7. THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS AND ARCHITECTURAL SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 8. ALL PROPOSED DRAIN PIPES ARE TO BE HDPE OR APPROVED EQUIVALENT UNLESS OTHERWISE SPECIFIED. 9. PROPOSED WATER SUPPLY SHALL BE DESIGNED BY MECHANICAL ENGINEER. 10. WHEREVER FEASIBLE, SEWERS WILL BE LAID AT A MINIMUM OF 10 FEET, HORIZONTALLY, FROM ANY EXISTING OR PROPOSED WATER MAIN. SHOULD LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET TO A WATER MAIN THE SEWER MAIN WILL BE LAID IN A SEPARATE TRENCH AND THE ELEVATION OF THE CROWN OF THE SEWER PLACED AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. WHENEVER SEWERS MUST CROSS UNDER WATER MAINS, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. WHEN IT IS IMPOSSIBLE TO OBTAIN HORIZONTAL OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER MAIN AND SEWER SHOULD BE ENCASED IN CONCRETE FOR 10 FEET EITHER SIDE OF THE CROSSING. 11. THE APPLICANT SHALL COORDINATE WITH THE SALEM PUBLIC WORKS DEPARTMENT TO ENSURE PROPER DOMESTIC AND FIRE FLOWS PRIOR TO BUILDING PERMIT. 12. VERIFY ROOF DRAIN LOCATIONS WITH ARCHITECTURAL PLANS. 13. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ABUTTING PROPERTIES FROM DAMAGE IN RELATION TO ALL PROPOSED IS SITE WORK. 14. THE FOUNDATION PERIMETER DRAIN SHALL BE INSTALLED IN ACCORDANCE WITH 780 CMR 5405 (THE MASSACHUSETTS STATE BUILDING CODE). 15. PORTIONS OF SITE WORK SHALL COMPLY WITH THE CURRENT AMERICANS WITH DISABILITIES ACT AND MASSACHUSETTS ARCHITECTURAL ACCESS BOARD REGULATIONS. 16. PROJECT REQUIRES COVERAGE UNDER THE NPDES CONSTRUCTION GENERAL PERMIT AND THE PREPARATION OF A STORMWATER POLLUTION PREVENTION PLAN. 17. ALL DIRECTIONAL SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 18. SITE TO COMPLY WITH ADA STANDARDS. ACCESSIBLE CURB RAMPS SHALL BE PER THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (AAB) AND THE AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBILITY GUIDELINES. DRAWING: C-7 0 W LU MARCH 31, 2016 00 0 c0 to 0 N rn cs) 0 N 0 N N. 0 N 0 to W 0 GOODHUE STREET ZBA FILING INFORMATION z J Cr_ 0 z W 2 0 w W c W W CL PEER REVIEW COMMENTS DRB COMMENTS MANHOLE COVER TO READ "SEWER" MANHOLE FRAME AND COVER AS SPECIFIED (USE H2O LOAD IN PARKING LOT) BRICK FOR GRADE ADJUSTMENT z_ 0 4'-0" UNLESS OTHERWISE — INDICATED ON DRAWINGS MANHOLE RUNGS X 0 8„ (POLYPROPYLENE COATED STEEL) 8" MINIMUM SHELF ELEVATION SAME AS CROWN OF HIGHEST PIPE. 0.1—ft DROP ACROSS MANHOLES CONCRETE COLLAR v EXISTING GROUND SURFACE OR FINISHED GRADE PRECAST TRANSITION SECTION OR BARREL SECTION WITH PRECAST TOP SLAB RUBBER "0"—RING GASKET OR PREFORMED FLEXIBLE JOINT SEALANT AS SPECIFIED MULTIPLES OF 1',2',3',4',5', OR 6' LENGTHS AS REQUIRED SEE PIPE CONNECTION DETAILS THIS SHEET 8" MINIMUM THICKNESS OF BOTTOM SLAB SHALL NOT BE LESS THAN THE MANHOLE BARREL SECTION WALL OR TOP SLAB WHICHEVER IS GREATER. UNDISTURBED EARTH 12" MINIMUM SCREENED GRAVEL BRICK OR CONCRETE FILL. SECTION B—B PRECAST SEWER MANHOLE DETAIL B BRICK SHELF SLOPE 1 "/1- I . P PIPE q L—► A WALL OF MANHOLE FLOW PIPE BRICK OR CONCRETE FILL. BRICKS ON EDGE (2X8 EXPOSED) 0.1 —ft DROP ACROSS MANHOLE BRICK CHANNEL APPLIES TO DROP CONNECTIONS AS WELL AS CONVENTIONAL. BRICK ON EDGE PLAN SECTION B—B SHELF ELEVATION SAME AS CROWN OF HIGHEST PIPE. WALL OF MANHOLE 12" MINIMUM SCREENED GRAVEL BASE. UNDISTURBED EARTH Job File Number: SALE-0029 Drawing File Folder: SALE-0029 Drawing Issued for Review Only X SEAL J c O 0110.--Cin H a. 0) co 0 N N O N a) 0) a) -o O 0 0 z J LL CO El 0 0 0 2 in N 0 O 0 v (75 N O 0 ti rn O O W FINISHED GRADE UNPAVED PAVED FINISHED GRADE DRAWING: C-8 SHEET 8 OF 9 HEAVY DUTY CAST IRON GRADE COVER AND FRAME ro VENT TO ROOF EXISTING GROUND — PAVING AND SUB BASE MATERIAL INLET D A B W � „ 3,., 5„ 5 irutiuu -urru- rirr. ur 5 £ ,. e £ ., 5 ui ,eiuiui ,eieu, u,,,,,,-, f .u,niiii„ ,,,,,,.,,.,,, S ,iu.,iiii ,i-ui,,,,u,, _", £ � �-- 5 u. � L uuur, „u,,,,,,, ,.,u,,.,u ,uuu,., .,,,u,-„ ,,,,uur .u..,,.,,,,, i5 ,Lu ,u£ ` 5 5 3 £ 3 F a„u,,.,,-„-„i,,,i ; �� 55 5 f ,.,u,,, 5 „er„r,,,,,r. r )J 4 4'-0" JJ 3 0 2'-6" " 5 dd A • Q: Q. . . QC ..I ! f 5"4 REQD a' 2 MAX � COMMON FILL MATERIAL 6 OVERLAP �J 1' -0 4'-0"x4'-0" 3 -6 3f_O" 3 -0 2'-6" 5"AS 6" rr l ---- COMMON FILL MATERIAL COMMON FILL MATERIAL 6" 4,_0„ 5f_0), 4,_6„ 5" WATER ' 4'-0"x4'-0" 4'-0" 3'-6" 6" a ' 4" 5'-0" 3'-6" 3'-0" 6" e WARNING TAPE GEOTEXTILE FABRIC (TYP) 3/8" TO 3/4" WASHED GRAVEL ° ° m ° 19 ° ° 2, , 8" 5f-0» 6J_0" 8'-0" , ff 6-0 4'-0" 3'-0" f » 5-0 3'-6" 2'-6" » 6 7" 9" INLET , as NTS MARCH 31, 2016 SCREENED GRAVEL PLACED AGAINST 8" MIN CLEARANCE IN SCREENED GRAVEL `- UNDISTURBED SIDES AND BOTTOM OF 12" MINIMUM SEE • )f 10 ) ,f 6 -0 8J_Of) ) J, 6 -6 5f-0" 5 -6 4J_OJJ ,f 7 9f, ad. A i i 1 _0 f " d.A a OUTLET TO SEWER a : -�� NOTES: • ':.°,.. 1 . CONCRETE: 4,000 PSI MINIMUM AI- I ER 28 DAYS. 2. MANHOLE DESIGN SPECIFICATIONS CONFORM TO LATEST ASTM C478 SPEC FOR "PRECAST REINFORCED CONCRETE MANHOLE SECTIONS." a ° • B min SHEA STEPS °, 4 4" PERF. CORK. HDPE o Ar 3„ SEWER OR DRAIN �: - = J �______ TRENCH. SEE NOTE 1 (HOLES FACING UP) � NOTE: SEE PLAN UNDERDRAIN,--.6 UNDISTURBED VIEW ,��� EARTH FOR PROPOSED LOCATION. UNDISTURBED EARTH NOTES : NOTE 8" MIN 1 BELOW SCREENED GRAVEL BEDDING 3. BUTYL RESIN SECTION JOINT CONFORMS TO LATEST ASTM C443 SPEC. e . a aaa . a.• ' - • � . a .. DETAIL RIVER ROCK 70-92i /2 BOSTON STREET & 11 o0 f- 0 r- 8/24/2016 7 14 2016 to BELOW OUTSIDE DIAMETER OF PIPE. 1. FOR PIPES OTHER THAN PVC, SELECTED COMMON FILL MAY BE USED FROM OF PIPE TO 12" ABOVE TOP OF PIPE TRENCH DETAIL FOR GRAVITY PIPE (NOT TO SCALE) 4. STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC ---I STEP CONFORMS TO LATEST ASTM C478 SPEC. 5. PIPE NOT SUPPLIED. 6. CONE SECTION AVAILABLE IN 4'-0" I.D. ONLY. 7. FOR INLETS LARGER THAN 10" THE DESIGN AND DIMENSION WILL BE DETERMINED FOR EACH PARTICULAR CASE. W -- SECTION GAS (NOT DETAIL TRAP TO VIEW SCALE) 0 "' °1 0 `- .; o MI o cc-) w 0 DETAIL (NOT TO SCALE) 11 GOODHUE STREET ZBA FILING INFORMATION PEER REVIEW COMMENTS/ RDA FILING PEER REVIEW COMMENTS DRB COMMENTS 30' MAX SPACING BETWEEN FILTER FABRIC AS SPECIFIED mum GUTTER SLOPE MEASURED ALONG FACE OF THIS CURVE **RAMP LENGTH LEVEL ENTRANCE ■�minn• EXPANSION JOINTS 5'-O" TYP. ■■■■■■■■■ ■■■■ ...n ■�• ■����■■■■■ ::::: o■■■■■■■■■ E .■■■... ( ■■■■■■■ ����� ■■■■■■■■■■■� ■;;; ... .•�� o���� �i.�� N 4"THICK CONCRETE WALK 1.5 %* F O R DRAINAGE j%%��� %%%magjr oo jig I ow ow WOOD FILTER POST FABRIC AS SPECIFIED CONTROL JO NT CUT 1-IN DEPTH) o o • 0 0 0 RAMP REFERENCE POINT CROSSWALK (SAW 1/2" EXPANSION JOINT REQUIRED WALK ABUTS RIGID STRUCTURES PLAN WHEN SIDEWALK o 0 0 WHEELCHAIR o 0 0 q RAMP OPENING -�-FACE OF MASONARY STRUCTURE vr•.-•••••.••wv••••••••• •vv••. GRASS OR BUILDING, ETC. •• z . z I o- ,0 0 • , 6.5' GRANITE TRANSITION CURB NOTES: ,�, '� r^n EXISTING GROUND SURFACE N 0 i ANCHOR SOIL, DIRECTION FABRIC WITH TAMP BACKFILL OF FLOW 1 /2" PREMOLDED WIDTH VARIES (SEE PLAN) JOINT FILLER W/ JOINT SEALER / WWF 6x6-W4xW4 Owner / Applicant: 910 Saratoga Street Realty Trust 282 Bennington Street East Boston, MA 02128 WHEELCHARRAMP DIECTION ENTRANCE (NOT D ET TO WIT— /\ SCALE) I L LEVEL SINGLE - CONSTRUCTION TOLERANCE ±0.5% ADA SIDEWALK TO CONTINUE ACROSS PROPOSED DRIVEWAY ENTRANCES WHERE EXISTING GRADES ALLOW -.nlifr/ CROSS SLOPE 2% MAX. ► / (2" MIN. TO FINISH SURFACE) ► ° x < ° .a X ff . ,..-a:..�� 4 TYP .:.::...::...`':....::...:.�....:....:.:-.::::........�°.. _ _ _°_ 8" GRAVEL BORROW (TYPE B) _,� 117111 i,-III-iii_1ii-II1_,II_ IIII;III;IIIIIIIII;III,IIIIII COMPACTED !'- ;III ;► SUBGRADE WALK AT MASONRY STRUCTURE CARRY FABRIC DOWN INTO TRENCH z = 6" WOOD 8'—O" POSTS 0.C. MAX. 5'-0" SILTFENCE TO SCALE) DETAIL CROSS SLOPE 2% MAX. FINISH GRADE x • x X.. ° ay WWF 6x6 -(NOT W4x Designed By: JST Drawn By: JST Reviewed By: CPS Project Manager: CPS Job File Number: SALE-0029 Drawing File Folder: SALE-0029 DrawingIssued for Review Only Y x Drawing Issued for Permit Drawing Issued for Construction ff 8 GRAVEL BORROW (TYPE B) EDGE OF SLAB "LEVEL LANDING" 1.5% * CROSS SLOPE FOR DRAINAGE LEFT RIGHT -i 1I 11-I i i i ii (ii i I -I (Ii i i- COMPACTED SUBGRADE -411,; 111,;,I11 111,;,111,;,I11, ,1II, ,111, ,IIIMI TYPICAL CROSS SECTION S�P� #5 BARS 18" ON CENTER - BOTH WAYS TOP AND BOTTOM 6 18"_ CONCRETE AS SPECIFIED 1/4"W 1''D SAW CUT x CONTROL JOINT (MAX. 5'-0" O.C. TYP.) #5 BARS 18" ON CENTER BOTH WAYS TOP AND BOTTOM TOP OF SLAB (DEAN) N 8 CONCRETE f'c=4,000 psi 4, SIDEWALK, o VARIABLE VARIABLE �o �� 0 • • • • • • • • 0 0 0 • 0 0 0 • , , „,,,,„ ,)//17 s: .=WILLIAMS • AGES ENGINEERS I PLANNERS I SURVEYORS 191 SOUTH MAIN STREET SUITE 103 MIDDLETON, MA 01949 PHONE: (978) 539-8088 S FAX: (978) 767-8579 WSENGINEERS.COM EXPANSION JOINT FINISH GRADE WWF 6x6-W4xW4 (2" MIN. TO `:Q X° `• ..e.X x� - � . :Xa �: <...X MMIIIIIIIMIE FINISH SURFACE) X X MA I �� GRANITE CURB 8 GRAVEL BORROW (TYPE B) RAMP REFERENCE EDGE o F ROADWAY 6" 11 1 11=1 I I III I I 11 I I I I 11 111 11=1 111 111 11=1 III=111=III=III-III=III=IIIIII-III=III=III=III COMPACTED SUBGRADE LONGITUDINAL SECTION POINT L....5' MIN. LIMITS OF CEMENT CONCRETE RAMP NOTES: NOTES: 1. SURFACE SHALL BE BROOM FINISH UNLESS OTHERWISE NOTED. FINISH SURFACE SHALL BE SLOPED FOR POSITIVE DRAINAGE AND SHALL SLOPE AWAY FROM STRUCTURES. ' 2. EXPANSION JOINTS SHALL NOT EXCEED 30 O.C. AND SHALL BE PLACED AT ALL BUILDING ABUTMENTS.; 3. CONTROL JOINTS SHALL NOT EXCEED 5'-0" 0.C. UNLESS OTHERWISE NOTED. 00 18"--1 - * CONSTRUCTION TOLERANCE ±0.5% "'k £ :.,5 y, �� ,, 5 d;�ui� i ' j�/�i // %%/ y/' h���.>' j ff ;,,; •:!%y9„,.—A y�,.,,y,,.,,r, ;y; y? l.E 6 COMPACTED �y/ /y �5 4�,�,y,%%,;, frs, ,! ���;�, ��fw, fy df , ;r !� GRAVEL BASE COURSE (ILiv) WHEELC (NOT DETAIL TO _ AIR SCALE) RAC/ P SEAL ,,,,.� nFMgss' , �y 4o RICHARD L. 'im W«LIas .... , CONCRETE WALKWAY CONCRETE SLAB(DUMPSTER) DETAIL (NOT TO SCALE) DETAIL (NOT TO SCALE) P;\SALE-0029(70-92 Boston Street)\Drawings\11 Goodhue Street\SPboston#70-92(NAVD88)_R13(ZBA FILING) 11 Goodhue Street_R2.dwg, C-9 DETAIL SHEET, rwilliams ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D ANAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIUROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL ALL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL -GRADED SOIUAGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. 3, 357, 4, AASHTO M1451 A-1, A-2-4, A-3 OR AASHTO M431 467, 5, 56, 57, 6, 67, 68, 7, 9, 10 78, 8, 89, BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 Ibs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 Ibs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm) AASHTO M431 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm) AASHTO M431 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE. 2 3 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) MIN NOTES: I'I _ ili I —I! —111=1 I I ' 1 !'— I I —1 •—I -I I , )'� 1I1 l jll (.i_11111 .11 I— d , I -11 SC-740 END CAP —t - -I I- — i —,III—I — It I, �I 11 = -111-1 EL—i11-11—ilLIII 11=1 SUBGRADE SOILS (SEE NOTE 5) l ' � —11=1—= 111-II I, : l 1 1l 1lIII I iI,--I i-1i5Ir0mm ,) — ="I N_nI ;I I=—_�— 6" h 1 PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) i i 1-,—I— I1 I. 1 I__I , I_1 ! I_, _. I ._I 1-i I-: I'1 � 1 i-1 11=1 I—III-1 1-1 II I -' I i i I :- - 8' 18" (2.4 ) (450 mm) MIN" MAX 6" (150 mm) MIN 30" (760 mm) DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER 6" (150 mm) MIN 51" (1295 mm) i 12" (300 mm) TYP 1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT. 5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 7. ONCE LAYER 'C' IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHEb GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D. AT THE SITE DESIGN ENGINEER'S DISCRETION. STOMTECH CONVEYANCE PIPE MATERIAL MAY VARY (PVC, HDPE, ETC.) INSERTA TEE CONNECTION PLACE ADS GEOSYNTHETICS 315 WOVEN GEOTEXTILE (CENTERED ON INSERTA-TEE INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6" (150 mm) PAST CHAMBER FOOT NOTE: PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. CONTACT STORMTECH FOR MORE INFORMATION. sTo, 4" (100 mm) SCHED 40 SCREW -IN CAP NYLOPLAST 12" (300 mm) INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE CONCRETE COLLAR ---� PAVEMENT STORMTECH CHAMBER T ic SC-7L0 CROSS SECTIO\ (NOT TO SCALE) SECTION A -A DO NOT INSTALL — INSERTA-TEE AT CHAMBER JOINTS INSERTA TEE TO BE INSTALLED, CENTERED OVER CORRUGATION SIDE VIEW CHAMBER MAX DIAMETER OF INSERTA TEE _HEIGHT FROM BASE OF CHAMBER (X) SC-310 6"(150mm) 4°' (100 mm) SC-740 DC-780 10" (250 mm) 4"(100mm) 10" (250 mm) 4"(100mm) MC-3500 12" (300 mm) 6"(150mm) MC-4500 12" (300 mm) 8" (200 mm) INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS L_GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON SC-7'iO INS (NOT TO SCALE) NOTES: 1. INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY 2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. INS D 18" (450 mm) MIN WIDTH ETA T 8" (200 mm) MIN THICKNESS , 4" (100 mm) SCHED 40 PVC 8" (200 mm) 4" (100 mm) SCHED 40 PVC COUPLING 4" (100 mm) SCHED 40 PVC CORE 4.5" (114 mm) 0 HOLE IN CHAMBER (4.5" HOLE SAW REQD) ANY VALLEY LOCATION CONNECTION DETAIL NTS IC11ON SORT (NOT TO SCALE) 1 1 —0" 10'-0" —6" 2'— BARREL SECTION ,9 2'— SUMP ,9 NOTES: 38" O.D. PLAN VIEW a d' 4 . 2'-677 .� SHEA --_ 4 a a 3" SECTION VIEW --799 4 9, OPTIONAL 24" DIA CAST IRON FRAME AND COVER/GRATE (4) 10" DIA KNOCKOUTS 9 0° APART 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGNED FOR H-20 LOADING. B 24" DIA CLEANOUT COVER (3 PLACES) 5'—O" 6'-0" (NOT A -�-- PLAN VIEW TO SCALE) B 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGNED FOR H-20 LOADING. ALSO AVAILABLE IN H-10 LOADING WITH 3" WALL. 3. TONGUE AND GROOVE JOINT SEALED WITH BUTYL RESIN. 4" 9,,— a4 a ' 4 a L . 4 a a 4 2'-69, _ SHEA s•4 4 a • . 3,, SECTION VIEW 1', 2', OR 3' RISER 2'-0" BASE SECTIONS ITEM NO WEIGHT 1'— ' RISER MC—MCB12RH 440# 2'—O" RISER MC—MCB24RH 880# 3'—O" RISER MC—MCB36RH 1320# 2'-0" BASE MC—MCB24SH 1175# 2'—O" BARREL MC—MCB24BSH 880# 38" COVER MC—MCB38CH 585# MANHOLE 30" DIA H-20 MINI CATCH BASIN EXTEND ACCESS COVERS TO FINISH GRADE 8" KNOCKOUT (TYP) 4'-8„ 7„ 0 as I I D � � 36" X 12" d< OPENING 2'-6" 36" X 24" 6" OPENING - 6" } as as 1'-0" D[) 4 8" KNOCKOUT (TYP) VERIFY W/SHEA 4'-5" SECTION VIEW SEDIMENT AND OIL SEPARATOR DETAIL U- 0 w uJ V) cn Z MARCH 31, 2016 CO LO LO LO LO O N O N O CO O N O N O w 0 11 GOODHUE STREET ZBA FILING INFORMATION PEER REVIEW COMMENTS/ RDA FILING PEER REVIEW COMMENTS DRB COMMENTS Owner / App 139 Grove Street Realty Trust Job File Number: SALE-0029 Drawing File Folder: SALE-0029 Drawing Issued for Review Only Drawing Issued for Permit Cn rz4 :=11 t51 c w � w W tcQ Z — Z < z � *'O N z_ U W m O w