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PB_65 Washington Street - Approved Plan Set CovR�- 10 .210• I� ORIDGE S VOW 411111:111A SITE DEVELOPMENT PLANS FOR 65 WASHINGTON STREET T SALEM , MA ED) RAL ST FEDERAL ST LOCUS z CH CH L YNDE ST 0 Cni Z LIST OF DRAWINGS DRAVVING TITLE SHEET NO. ISSUED REVISED ABBREVIATIONS&NOTES C-001 -G003 10126/17 EXISTING CONDMONS I IQW17 SITE PREPARATION PLAN C-101 10/26/17 - LOCUS MAP ��. �. , ^ ,_ LAYOUT&MATERIALS G102 10/26/17 NOT TO SCALE - -° �+ GRADING&DRAINAGE PLAN C-103 IOIW17 . - UTILITIES PLAN G104 10/26/17 CIVIL DETAILS C-SOI -C-SO3 10/26/17 APPLICANTS: _ - LANDSCAPE PLAN L-101 IOIN17 - � LANDSCAPE DETAILS L-501 10/26/17 US-DS SALEM JV, LLC - - BASEMENT SCHEMATIC PLAN A-1.1 10/24/17 - C/O URBAN SPACES, LLC GROUND FLOOR SCHEMATIC PLAN A-1.2 10/24/17 - 111 FIRST STREET _. . r � ; !;" !�"� SECOND FLOOR SCHEMATIC PLAN A-1.3 10/24/17 CAMBRIDGE, MA 02141 =` THIRD- FIFTH FLOOR SCHEMATIC PLAN A-1.4 . 1012417 SIXTH FLOOR SCHEMATIC PLAN A-1.5 10/24/17 - ELEVATIONS A-2.1 10124/17 SITE ENGINEER, SURVEYOR & LANDSCAPE � � `' -. til x.,r �( ' .W ELEVATIONS Ar21 10/24/17 - ARCHITECT: RENDER:VIEW FROM WASHINGTON ST. A-9.1 10/24/17 - ALLEN & MAJOR ASSOCIATES, INC. _ -.a RENDER:VIEW FROM CHURCH ST. A-9.2 10/24/17 100 COMMERCE WAY ,_. - 4 s ; _ - RENDER:VIEW FROM FEDERAL ST. A-9.3 10/24/17 - WOBURN, MA 01801 Retail,E�hneent '\ RENDER VIEW FROM WASHINGTON ST. A-9.4 10/24/17 - 781 .935.6889 RENDERS: ENTRY A-9.510/24/17 - y;x- RENDERS: DETAILS FROM FEDERAL ST. A-9.6 10/24/17 ARCHITECT: ^ r A TISE DESIGN ASSOCIATES e. 246 WALNUT STREET, SUITE 303 NEWTON, MA 02460 617.581 .6601 WAYNE R � KEIVIL No.41313 a � Y LAAO ' QI STEREO PREPARED BY: PROFESSI I L AlAGINEN rOR ALLEN & M JOR ASSOCIATES, INC. ALLEN & MAJOR ASSOCIATES, INC. civil & structural engineering ♦ land surveying environmental consulting ♦ landscape architecture www . aIIcnmajor . com a01801 m ISSUED FOR LOCAL PERMITTING REVIEW: 100 COMMERCE WAY WOBURN MA 01801 TEL: (781) 935-6889 FAX: (781) 935-2896 10/26/ 17 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH CopXiighKQ201 7AOen&Major Associates,Inc. ARRights Reserved N. PROJECTS 2198-01 CIVIL DRAWINGS CURRENT C-2198-01—COVER.DWG WE HEREBY CERTIFY THAT. THIS PLAN IS THE RESULT OF AN ACTUAL ON BENCHMARK SUMMARY THE GROUND SURVEY PERFORMED ON OR Sr BETWEEN FEBRUARY 12, 2016 AND AUGUST 16, gR1 GE TBM# DESCRIPTION ELEV. 2017• THIS PLAN WAS PREPARED IN ACCORDANCE HYDRANT FLANGE 1 BOLT HYDRANT 26'27 WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS DATED JANUARY 1, 1976 AND REVISED JANUARY 12, 1988. ACCORDING TO DEEDS AND PLANS OF RECORD, THE PROPERTY LINES SHOWN ON THIS PLAN ARE THE LINES DIVIDING EXISTING FEDERAL ST Locus OWNERSHIP, AND THE LINES OF THE STREETS OR WAYS SHOWN ARE THOSE OF PUBLIC OR ?� ESTABLISHED, ANDAND THATNO NEW LINES FOR z H C THE DIVISION OF EXISTING OWNERSHIP OR FOR Y/VDE p NEW WAYS ARE SHOWN. ST Z THE ABOVE CERTIFICATION IS INTENDED TO y FOR REGISTRY USE ONLY MEET REGISTRY OF DEEDS REQUIREMENTS FOR THE RECORDING OF PLANS AND IS NOT A CERTIFICATION TO THE TITLE OR OWNERSHIP OF THE PROPERTY SHOWN. OWNERS 0 ADJOINING PROPERTIES ARE SHOWN ACCORSMH ASSESSOR'S ING T INFORMATION.CITY OF SALEM RIM=24.09 INV(a)=6.89 THE ABOVE IS CERTIFIED TO THE BEST OF LOCUS MAP INV(b)=11.49 / MY PROFESSIONAL KNOWLEDGE, INFORMATION to (NOT TO SCALE) DMH t AND BELIEF R/M=24.14 �b INV(a)=12.64 ALLEN & MAJOR ASSOCIATES, INC. INV(b)=12.74 ,� �a ' ' .SMH lNV(c)=14.34 ° 1 RIM=2391 (H10IM 378VI&VA - 0I78/ld) LEGEND INV(d) 15.94 db b s INV=11.91(BC) CB � �� 7�'��Q � ISSUED FOR b , a # RIM=23 46 Ce s 1 _ / INV=20.61 DRAIN MANHOLE (DMH) REVIEW RlM-2352 "' ' CB RIM=24 28 SEWER MANHOLE (SMH) Q INV(o)=18.32 `, ^ RIM=23.54 AUOUST81 2017 INV(b)=18.42 � f a b� INV=19.87 CLEAN 08T VENT iPIPE ELECTRIC MANHOLE (EMH) DMH RIM=2384 D Y IQ _ ... _ ., E T TELEPHONE MANHOLE (TMH) OT PARKING SUMMARY E INV(a)=1384 ° s PROFESSIONAL LAND SURVEYOR FOR d` z ,, INV(b)=18.19 "_ r°? 40a „'d_ __ , �> `.+f.,.. E._ CATCH BASIN (CB) ❑ ALLEN & MAJOR ASSOCIATES, INC . INV(C)=115.69 ' GO DMH - _ STANDARD STALLS 16 wu(d =r4.es' ° ° R✓M 2384 z4I4 s SMH FIRE HYDRANT f� GG (74.0 ,! . RIM..,2,T TOS=17.49 TOS=18.16(NPty ; WATER GATE ° HANDICAPPED STALLS 7 "' '� °; ----- 23. ° GAS GATE p 'SMH � I t j' 8 � N N N 1 � N 241 ... N N N TOTAL STALLS 7 RIM=23.82 215 3.6 xr P # "` ©" N h P P cti . ,. ro n CLEANOUT INK0=12.02 02,34 * tl+;-, `� N CONT: WALK '. WALKr `°. ; r Ni fC N N N LIGHT rONC INV(b)=1212 o i `.: i ; • i `. gp l,0 ,py: °p p CB t ° 23 0 y.,x. 6 }N N N N N ( N TREE bj RIM=23.08+ N80 15'05"E 143 86 S SIGN k ,<r INV=18.73 CK a DMH r `, J yX WINDOW WELL I TRANSFORMER d RIM=2350 �_ _o- s rPp� r. .. - . ' 4 GAN. CURB p _ tea.. WITH R VENT -Of? OF PIP E 3 3 �. �...... INV=1 .43: 12 _. #33 cP xC RI CURB �:. PLANNING BOARD - 238.. f � f 3 STORY AREA RAIN DMH n a7 65 15 R p •- L"� D RlM-2344 185.06 �^ t BRICK BUILDING p �-�y INV(a)=16.64 :., �/ 5�x} r S09'4455"E RISER ® APPROVED INV(b)=(NPV) INV(c)=16.69 j RlM-2373 b ; .. 1p 2 .4 ,' s t , °rz t , ° ;RlM-24.02 m DMH AC UNIT 71.21' MONITOR WELL © t� DMH re - �`► q�g INV(d)=16.94 a i3.5 W. N W. ,, t a 1 87 S rr� P tl�JA �I INV(o)=15.53 ° 9 24.1 , ' .' I A '" b INV(b)=18.87 cWi'W N F SPOT GRADE X110.6 INV(b)=15.631 t °p �lU / 23.7 241 qui 23.98 �� SMH QIQ 24.5 /SAY REALTY TRUST HANDICAP RAMP El 23.7 ` ✓" RIM=24.19 J0. APPROXIMATE " lNV(a)�1,T93 PICNIC BK. 15267 PG. 165 INV(BC)=11.84 LOCATION OF TABLE 24.5 / PARKING METER INV(b) 1 93 UNDERGROUND W� lNv(ec)=Ise r CURB �� ' DRrwELL(REcoRD) FFE=24.59 HANDICAPPED PARKING SPACE 2I 23 238 ,• 23 7 24.1_ FORMER PROPERTY CONCRETE ' a, � .Z42 -.. LINE PER PLAN BIT. CUR Locus REFERENCES �' r { -. _ t BOOK 135, PLAN 8 BRICK . j 23,7 PAlEL 8 ',`f" e p -'--__ _ o w CORA P_ARGEL 7- ' .... �........... REV DATE DESCRIPTION -CITY OF SALEM ASSESSORS S PARCEL 35-0600-1 f ��'; 1 t 1 = 24• ON-[[N� _ - _ _ BUILDING PARCEL 9 - PARCEL 11 BACK 0.3' __ ________________ OWNER: -DEED BOOK 6176, PAGE 556 p a _ BRICK ENCLOSURE BUILDING OVERHANG APPLICANT\ ON coNc. PAD L.G.C. 171325 DIAMOND SINACORI, LLC � . m -PLAN BOOK 140, PLAN 78 CHAIN LINK _ _ RIGHT OF WAY LINE FFE=26.69 ` 2 OVER 0.7 PLAN REFERENCES Wit{ w 1' CONTOUR - - 7 HARCOURT STREET r 24.6 FFE=26.61 1 ' ,.^-. -PLAN BOOK 135, PLAN 8 \�',r �� - 30 BOSTON, MA 02116 -PLAN BOOK 135, PLAN 9 f w 24`4 CITY OF SALEM a HH. 25:3 2 STORY _ _e, � 5' CONTOUR -- 5�a - -PLAN BOOK 151, PLAN 36 a z3>1 O HH. PROPERTY LINE - :+ ASSESSORS PARCEL 35-0600-0 FFE=26.14 BRICK PROJECT: t 75; BUILDING ABUTTERS LINE - - - -L.C.C. 171328 z " AREa=22,440± S.F. o ��. � a �` (O.51 tiF AG.) a a l W ® 6 CURB NOTES 3 3 ��y 65 WASHINGTON STREET j!24.0 4'S #65 FFE=26.83 � FFE=26.12 WATER LINE t SYSTEM (MAINLAND ZONE) (NAD 83). j c FFE=26.65 S11'50'54"E SEWER LINE " " SALEM, MA 1. NORTH ARROW !S BASED ON MASSACHUSETTS GRID COORDINATE 2. BOOK/PAGE AND PLAN REFERENCES ARE TAKEN FROM ESSEX Lu '! o " 25.r 2 STORY �. al% CURB n ^ 94.9T � 3 � � 'j �� v ,r � BRICK BUILD/NG COUNTY (SOUTH) REGISTRY OF DEEDS IN SALEM, MA. j ;' I= FPA=12,337-ESF DRAIN LINE k GAS LINE J. VERTICAL DATUM IS BACK 0.3' ' 5. ALL 4. TCURBINGINTERVAL SHOWNAHEREONO�S (1). ANITE UNLESS OTHERWISE qr 7 t. 25 o S83'24 40"W N/F ELECTRIC LINE " PROJECT NO. 2198-01 DATE: 08/31/17 , . I _ NOTED. 0 24. 7_ 30 CHURCH REST LLC r 39.91' BK.30463 PG.250 TELEPHONE LINE �� m S82'50'21"W SCALE: 1'-20' DWG. NAME: S-2198-01-EC FOOTPRINT AREA FPA PARCEL 9 " 10.23' 6 6 WINDOW WELL FINISHED FLOOR ELEVATION FFE S06'34 28 E 6 6 WITH GRAN. CURB DRAFTED BY: A)R/KAC CHECKED BY. NIL BUILDING HEIGHT BH I- N06'21 17"W PREPARED BY: 25.3 2 STORY %1 lSMH BRICK S80008'31"W 49.68' BITUMINOUS BIT. FFE=26.65 E BUILDING , CONCRETE CONC. j4. S82'23 12"W RIM=24.86 NSF 18.12 WINDOW WELL d4 8 ? 25.3 , INV=15.88(8C) y EAST INDIA GROUP, LLC Wl7H GRAN. CURB 44.52BK.14950 G 469 -FFE=26.21 GRANITE GRAN. N S80008,31"W /p ✓b ui ° cYi FFE=27.47 FFE=2751 27J 26jQ, OVER 0. c BOTTOM CENTER (BC) „ 45.99 h Q 27.3 27.3 O REINFORCED CONCRETE PIPE RCP 6.1 4 m s 6 CONG. WALK 26 0 �..:2s 7w .; STREP L NE �� - VITRIFIED CLAY PIPE VC 25.8 6 DMH ALLEN MAJOR 24.5 ' > T Nz, - , 25 3 25.31 25 2 25 7 �'�n RlM 24'74 ASBESTOS CLAY PIPE AC 245 s 251 _ 253 27 _. I. -. ' NV(o,._19.14(RGORt)) ASSOCIATES, INC. 24.6 s 24 9,,, - ' l AST IRON C/ ASS O a „°, , _�.., „ ,ra-, f IN C civil & structural engineering * land surveying b r NO PIPES VISIBLE NPV DMH b environmental consulting ♦ landscape architecture RIM=24.45 D ,. "s ,._,. �_ D _.._. "- :� b '},. .. b,rso a j ° t "�� _ ,." w" ,� - "a# ' _. """•„,. , www a l l e n m a j o r c o m INV(a)=16.60 ai" o , a4 `r �.x TOP OF WATER TW INV(b)=16.70 DMH ° NOW OR FORMERLY N/F 100 P.O. OX 2118 MERCE AY INV(o)=16.63 " >1 .. �. ,. 0 INV(b)=16.73 CB SMH BOOK 8 BK WOBURN MA 01888-011 TEL: (781) 935 6889 PAGE PG. FAX: (Tal) 935-2666 (H101M 378V12IVA - 017811d t^ RIM=24.51 RIM=24.67 �� * *��^�� DMH INV=2201 /NV(a)=15.22 l H 1 1 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH RIM=24.37 CB RIM q)=1Z INV(b)=15.77 05 hrii/--++ THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. TW=22.52(NPV) �NV(b)=20.35 CUENT/CLIENT'S REPRESENTATIVE OR CONSULTANT MAY BE INV(a)=1715 PROVIDED COMES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC I NV(d)=1Z 15 MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC UTILITY STATEMENT MAGNETIC APPLICATION IN TO THIS PROJECT.DUE TO THE POTENTIAL NT THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC SURVEY INFORMATION AND EXISTING DRAWINGS. ALLEN & GRAPHIC SCALE MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND MAJOR ASSOCIATES, INC. (A&M) MAKES NO GUARANTEE ALLEN&MAJSPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF zo o to zo ao eo ALIEN&MAJOR ASSOCIATES,INC.$WORK PRODUCT. THAT THE UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. DRAWING TITLE: SHEET No. A&M FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. A&M HAS r�T ) NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. t inch �n = 2o ft. EXISTING CONDITIONS 'I N:\PROJECTS\2 r 98-01\SURVEY\DRAWINGS\S07-EC.DWG FBI 1707 PG. 95 Copjgj0t@2017A11ea&MajorAssociates,Inc. FBS 17All tsRes ed GENERAL NOTES: GENERAL NOTES (CONTINUED): UTILITY NOTES: 1. FOR EXISTING CONDITIONS SURVEY, SEE PLAN ENTITLED "ALTA/NSPS LAND TITLE SURVEY", AS PREPARED BY ALLEN & MAJOR ASSOCIATES, INC. THE ON THE 27• ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE 1 . THE LATEST STANDARDS OF THE CITY OF SALEM SHALL BE FOLLOWED WHEN GROUND SURVEY WAS PERFORMED ON OR BETWEEN FEBRUARY 12, 2016 & VERIFIED BY THE GENERAL CONTRACTOR AT GROUNDBREAKING. INSTALLING ANY SANITARY SEWER AND STORM DRAIN WORK. BOTH SEWER AND FEBRUARY 24, 2016. STORM DRAIN WORK WILL BE INSPECTED BY CITY OF SALEM PERSONNEL AND ALL 28. EXISTING AND PROPOSED GAS SERVICE LOCATIONS ARE APPROXIMATE ONLY. COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. ZONING DISTRICT IS CENTRAL DEVELOPMENT (B5). THE CONTRACTOR SHALL CONFIRM WITH THE GAS COMPANY THAT THE GAS LINE INSTALLATION & DISCONNECTION SHALL BE BY THE LOCAL GAS COMPANY. THE 2. THE LATEST STANDARDS OF THE CITY OF SALEM SHALL BE FOLLOWED WHEN 3. OVERALL LOT SIZE: 0.51± ACRES. CONTRACTOR SHALL GIVE THE GAS COMPANY ADVANCE NOTICE OF WHEN THE INSTALLING ANY WATER LINE WORK. WATER LINE WORK WILL BE INSPECTED BY GAS LINE CAN BE INSTALLED. CITY OF SALEM PERSONNEL AND ALL COSTS SHALL INCLUDE PRESSURE TESTING, 4. DURING CONSTRUCTION, ALL VEHICLES MUST BE PARKED ON SITE. DISINFECTING, 29, EXISTING & PROPOSED ELECTRIC AND COMMUNICATIONS (TELEPHONE AND R SPONSIBILITY OF THE CONTRACTOR.SSHALL THE CONTRACTOR RESPONSIBLE 5. DURING CONSTRUCTION, ALL STAGING AND DELIVERIES WILL OCCUR ON SITE. CABLE) SYSTEMS LOCATIONS ARE APPROXIMATE ONLY AND SHALL BE FOR INSTALLATION AND REMOVAL OF ALL NECESSARY DISINFECTING AND FLUSHING COORDINATED AND SCHEDULED WITH THE APPROPRIATE UTILITY COMPANY TAPS AS DIRECTED BY THE CITY. 6. EXTERIOR CONSTRUCTION ACTIVITIES ON THE SITE SHALL NOT COMMENCE PRIOR SERVICING THE PROJECT SITE. TO 7:00 A.M. AND SHALL CEASE NO LATER THAT 6:00 P.M. MONDAY THROUGH 3. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL & PLUMBING DRAWINGS AND FRIDAY, 8:00 A.M. TO 6:00 P.M. SATURDAY AND NOT AT ALL ON SUNDAYS. IF 30. CONTRACTOR IS RESPONSIBLE FOR DIGGING TEST HOLES AND VERIFYING ANY SPECIFICATIONS FOR ACTUAL LOCATION OF ALL ROOF DRAIN LATERALS AND UTILITY HOURS ARE MORE STRINGENT PER THE LOCAL PERMIT REQUIREMENTS THESE EXISTING UTILITY OR STRUCTURE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE ARE TO BE FOLLOWED. THIS DOES NOT INCLUDE OFF SITE UTILITY WORK. VERIFY THAT BASED ON EXACT LOCATION OF EXISTING UTILITIES, THERE ARE NO PROTECTION WATER SERVICE, ELECTRIC, TELEPHONE, AND NATURAL GAS SERVICE. CONFLICTS BETWEEN THEM AND THE PROPOSED UTILITIES. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A 7. THIS PROJECT WILL BE SERVED BY PUBLIC WATER AND SEWER, NATURAL GAS, MANNER AS TO AVOID CONFLICTS AND COORDINATE WITH THE PROPER AGENCY TELEPHONE, CABLE AND ELECTRIC. ALL UTILITY LINES WILL BE INSTALLED 31, THE CONTACTOR SHALL ADHERE TO ALL PERMIT CONDITIONS PROVIDED BY ALL THE LOCATION AND SCHEDULING OF CONNECTIONS WITH THEIR FACILITIES. UNDERGROUND UNLESS OTHERWISE NOTED. GOVERNING AGENCIES AT NO ADDITIONAL COSTS. THIS INCLUDES BUT IS NOT LIMITED TO BUILDING PERMITS, DEMOLITION PERMITS, PLUMBING, GAS, AND 4. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, 8. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELECTRICAL PERMITS. PERMITS FROM THE PLANNING BOARD OR CITY. THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PIANS DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, 32. IT IS THE CONTRACTORS RESPONSIBILITY TO PROPERLY DISPOSE OF AND ABATE FURNISHED TO THE ENGINEER FOR RESOLUTION. MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED ALL BUILDING MATERIALS OR HAZARDOUS MATERIALS ONSITE IN ACCORDANCE ON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND WITH ALL STATE, FEDERAL, AND LOCAL LAWS AND REGULATIONS AT NO 5. ABANDONED EXISTING UTILITIES AND UTILITIES TO BE ABANDONED SHALL EITHER BE UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE ADDITIONAL COST TO THE OWNER. ABANDONED IN PLACE AS NOTED OR SHALL BE REMOVED AND DISPOSED OF AS CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTACTOR MUST SPECIFIED. ANY UTILITIES 4" OR LARGER ARE TO BE REMOVED. ALL UTILITIES CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING 33. DURING EXCAVATION, ANY EXISTING EARTH CUT MATERIALS THAT DO NOT MEET SCHEDULED FOR ABANDONMENT OR REMOVAL AND DISPOSAL MUST BE AUTHORITY, AND "DIGSAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION THE ORDINARY FILL SPECIFICATIONS OR LOAM SPECIFICATIONS AND CANNOT BE COORDINATED BY THE CONTRACTOR WITH THE RESPECTIVE UTILITY OWNER. WHEN WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND THE ENGINEER REUSED SHALL BE REMOVED OFFSITE BY THE CONTRACTOR AT NO ADDITIONAL ABANDONED UTILITIES ARE TO BE LEFT IN PLACE, PLUG OR CAP THE ENDS OF SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH THE COST TO THE OWNERS. MATERIAL WHICH DOES NOT MEET THE SPECIFICATION THE CONDUITS AND PIPES. REMOVE ABANDONED UTILITY MANHOLES, JUNCTION PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION TAKEN BEFORE INCLUDES ALL BOULDERS, ROCKS, CONSTRUCTION DEBRIS, AND MISC. MATERIAL. BOXES AND SIMILAR STRUCTURES TO A MINIMUM DEPTH OF 4 FEET BELOW PROCEEDING WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE PRIOR TO REUSE, CONTRACTOR TO PROVIDE TESTING REPORT OF SIEVE FINISHED GRADE AND PUNCTURE OR BREAK THE BOTTOM SLABS OF MANHOLES CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE ANALYSIS TO ENGINEER FOR APPROVAL. CONTRACTOR CAN AMEND MATERIALS AND SIMILAR STRUCTURE TO ALLOW DRAINAGE. BACKFILL AND COMPACT PROPOSED IMPROVEMENTS SHOWN ON THE PLANS AT NO ADDITIONAL COST. AND CONTINUE TO RETEST AS NECESSARY AT NO ADDITIONAL COST TO OWNER. EXCAVATIONS RESULTING FROM REMOVAL OF UTILITY FACILITIES, AS REQUIRED TO AFTER AMENDING, THE MATERIAL STILL DOES NOT MEET THE SPECIFICATIONS IT RESTORE THE ORIGINAL GRADE. 9. ALL MAIN BUILDING ENTRANCES AND WALKS SHALL BE HANDICAP ACCESSIBLE IS TO BE REMOVED FROM SITE AT NO ADDITIONAL COST TO THE OWNER AND PER FEDERAL ADA & MAAB REGULATIONS AT NO ADDITIONAL COST TO THE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND 6. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE ALTERATION AND OWNER. REGULATIONS. ADJUSTMENTS OF NATURAL GAS, ELECTRIC, TELEPHONE AND ANY OTHER UTILITY BY THE UTILITY OWNER. 10. ALL SITE WORK DONE FOR THIS PROJECT SHALL BE IN STRICT ACCORDANCE 34. ANY PROPOSED SIGNAGE SHALL BE APPROVED BY SEPARATE APPLICATION TO WITH THE SITE PLANS AND SITE WORK SPECIFICATIONS FOR CONSTRUCTION. THE DIRECTOR OF INSPECTIONAL SERVICES AND/OR THE APPROPRIATE 7. THE CONTRACTOR SHALL USE THE FOLLOWING PIPE MATERIALS: MUNICIPAL AUTHORITY INCLUDING BUT NOT LIMITED TO THE ZONING BOARD OF 0 SEWER - PVC (POLYVINYL CHLORIDE), SDR 35 11 . ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTIES DUE TO THE CONTRACTOR'S APPEALS AND CITY COUNCIL. 0WAYDRAIN - HDPE (HIGH DENSITY CORRUGATED POLYETHYLENE PIPE WITH KEEFNER ACTIVITIES SHALL BE REPAIRED AND RESTORED BY THE CONTRACTOR AT THEIR SMOOTH INNER WALL), ASTM D2321 (UNLESS OTHERWISE SPECIFIED ON PLAN) CIVIL ti OWN EXPENSE. • WATER - C.L.D.I. (CEMENT LINED DUCTILE IRON) No.41313 COD 12. ALL PROPERTY MARKERS AND STREET LINE MONUMENTS SHALL BE PROPERLY GRADING & DRAINAGE NOTES: 8. REFER TO EROSION CONTROL PLAN FOR EXISTING DRAINAGE STRUCTURES TO BE ct `� PROTECTED DURING CONSTRUCTION. ANY DAMAGE TO THESE ITEMS SHALL BE REMOVED AND UTILITY ABANDONMENT. REPAIRED AND RESTORED BY A SURVEYOR REGISTERED IN THE STATE OF 1. EXISTING PAVEMENT SHALL BE SAW-CUT AND PAVEMENT JOINT SHALL BE MASSACHUSETTS AT THE CONTRACTOR'S EXPENSE. INSTALLED WHERE NECESSARY TO ENSURE A SMOOTH CONTINUOUS GRADE. 9. BEFORE UTILITY WORK BEGINS, THE CONTRACTOR WILL COORDINATE WITH THE CITY OF SALEM THE APPROPRIATE PERMIT AND INSPECTION FEES. n 13. ALL APPLICABLE PERMITS AND AN APPROVED SET OF PLANS SHALL BE 2. THE ARCHITECTURAL PLANS SHALL BE REFERRED TO IN ORDER TO DETERMINE PROFESSION L (NEER FOR AVAILABLE AT THE CONSTRUCTION SITE. THE EXACT LOCATIONS OF DOORS, ROOF DRAIN LATERALS AND PRECISE 10. ALL UTILITY CONNECTIONS THROUGH THE BUILDING WALL SHALL BE BY MEANS OF ALLEN & MAJOR ASSOCIATES, INC. BUILDING DIMENSIONS. FLEXIBLE JOINTS. 14. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A PRECONSTRUCTION MEETING THE WITH THE APPROPRIATE CITY DEPARTMENTS, THE APPROPRIATE 3. ALL GRADING OPERATIONS SHALL BE COORDINATED WITH THE APPROPRIATE 11. ALL WATER GATES TO PROPOSED HYDRANTS ARE 6" DIAMETER UNLESS NOTED. UTILITY COMPANIES, THE OWNER AND OWNER'S REPRESENTATIVE. THE MEETING UTILITY COMPANIES. SHALL TAKE PLACE PRIOR TO THE START OF CONSTRUCTION AND THE 12. A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED BETWEEN CONTRACTOR MUST PROVIDE 48 HOURS NOTICE TO ALL ATTENDEES PRIOR TO 4. IN LANDSCAPED AREAS THE TOP ELEVATION OF MANHOLES SHALL MATCH THE WATER MAINS AND SANITARY SEWER MAINS AND/OR STORM DRAINS. WHENEVER THE START OF THE MEETING. FINISH GRADE OF THE TOPSOIL. IN PAVED AREAS THE TOP ELEVATIONS OF CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET TO A WATER MAIN, THE MANHOLES SHALL MATCH FINISH GRADE. WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH AND THE DIFFERENCE IN 15. APPROPRIATE WARNING SIGNS, MARKERS, BARRICADES AND/OR FLAG MEN SHALL 5. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED AS SOON ELEVATION BETWEEN THE WATER MAIN AND THE SEWER MAIN SHALL BE AT LEAST BE PROVIDED TO REGULATE TRAFFIC. CONSTRUCTION TRAFFIC CONTROLS SHALL AS POSSIBLE UPON COMPLETION OF CONSTRUCTION WORK IN THE AREA. 18 INCHES. BE IMPLEMENTED AND OPERATED ACCORDING TO THE MASSDOT STANDARDS, THE REV DATE DESCRIPTION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE LOCAL 13. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF AUTHORITY. 6. TEMPORARY STRAW BALE PROTECTION AND/OR SILT SACK SHALL BE INSTALLED PROPOSED UTILITIES. APPLICANT\OWNER: AND MAINTAINED AT EXISTING DRAINAGE STRUCTURES DURING CONSTRUCTION, US-DS SALEM JV. LLC 16. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ADDITIONAL BENCHMARK TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING THE DRAINAGE SYSTEM. 14. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTORS 72 HOURS C/O URBAN SPACES, LLC. INFORMATION IF REQUIRED. THE CONTACTOR IS RESPONSIBLE FOR LOCATING7 CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES BEFORE CONNECTING TO ANY EXISTING LINE. 111 FIRST STREET AND PROTECTING ALL EXISTING BENCHMARKS. IF IT IS NECESSARY TO RELOCATE A BENCHMARK, IT SHALL BE RELOCATED BY A MASSACHUSETTS PROFESSIONAL INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. 15. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. CAMBRIDGE, MA 02141 LAND SURVEYOR AND DONE SO AT THE CONTRACTOR'S EXPENSE. 8, ALL CATCH BASINS, MANHOLES, INFILTRATION SYSTEMS, AND WATER QUALITY �--A�kjNI)I kir; �°�� )�) PROJECT: 16. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AT 17. ALL BUILDING DIMENSIONS ARE MEASURED TO THE OUTSIDE FACE OF THE STRUCTURES RE SILTANDCLEANSED PRIOR TO FINAL APPROVAL TO REMOVE ALL BENDS. �'� � BUILDING. 9 65 WASHINGTON STREET IF ANY EXISTING UTILITY STRUCTURES TO REMAIN ARE DAMAGED DURING. 17. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 5'-0'° COVER ON ALL WATERLINES 18. ALL RADII ARE 3 FEET UNLESS OTHERWISE NOTED. CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND A MAXIMUM OF 8°-0" COVER. gyp` SALEM, MA 19. ALL PARKING AND AISLE DIMENSIONS ARE TAKEN FROM THE FACE OF CURB AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO 18. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, AND INDICATE EDGE OF PAVEMENT. EXISTING CONDITIONS OR BETTER AT NO ADDITIONAL COST. STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE 20. CONSTRUCTION DURING WET WEATHER OR WINTER CONDITIONS IS TO BE 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON ANTICIPATED AND PROVISIONS TO ADEQUATELY ADDRESS THESE CONDITIONS CONNECTION AT STRUCTURE IS WATERTIGHT. BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH PROJECT NO. 2198-01 DATE: 10-26.17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST. APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18 11. ALL STORM DRAIN MANHOLES SHALL HAVE TRAFFIC BEARING RING & COVERS & CLEARANCE BETWEEN THE PIPES. WHERE THE WATERLINE IS LESS THAN THE 18" SCALE: DWG. NAME: C-2198-01 21. THE CONTACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY SHALL BE LABELEDDRAIN". VERTICAL CLEARANCE AND MEETING 10' HORIZONTAL CLEARANCE CANNOT BE MET, PERMITS AND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK THE WATER MUST BE ENCASED IN CONCRETE TO MEET THE REQUIREMENTS OF DESIGNED BY: DR CHECKED BY: WK INCLUDING BUT NOT LIMITED TO DEMOLITION. 12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ANSI A21 .10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). ALL NATURAL AND PAVED AREAS. PREPARED BY: 22. DISPOSAL OF ALL DEMOLISHED MATERIALS INCLUDING EXISTING MISC. 19. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION CONSTRUCTION DEBRIS FILL IS THE RESPONSIBILITY OF THE CONTRACTOR AND 13. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATIONS SHALL RECEIVE STRENGTH OF 3000 P.S.I. MUST BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, SIX INCHES (6") OF TOPSOIL. CONTRACTOR SHALL GRASS DISTURBED AREAS 20. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE AND LOCAL MUNICIPAL REQUIREMENTS AT NO ADDITIONAL COST. IN ACCORDANCE WITH LANDSCAPE & CIVIL SPECIFICATIONS & DRAWINGS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE- 23. ALL DISTURBED AREAS NOT NOTED TO RECEIVE OTHER TREATMENT ARE TO WATER, SEWER, GAS AND ELECTRICAL AND TELECOMMUNICATIONS LINES, RECEIVE SIX INCHES (6") MINIMUM OF TOPSOIL & SEED, AND BE MAINTAINED 14. CONTACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR ALLEN & MAJOR UNTIL ESTABLISHED & ACCEPTED. STEEPER. 21. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO 24. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, 15. ALL DRAINAGE SHALL CONFORM TO LOCAL REQUIREMENTS. ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. ASSOCIATES, INC. REMOVED OR RELOCATED AS NECESSARY. 22. ALL HYDRANTS SHALL MEET LOCAL MUNICIPAL SPECIFICATION REQUIREMENTS AND civil & structural engineering • land surveying 25. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF SALEM REQUIREMENTS. environmental consulting • landscape architecture www , a 1 1 e n m a j o r . c o m NOT LIMITED T0, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & 100 COMMERCE WAY 23. DOMESTIC WATER SERVICES SHALL BE INSTALLED WITH APPROPRIATELY SIZED GATE, POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF SALEM'S GOVERNING AUTHORITY'S SPECIFICATIONS AND SHALL BE BOX, AND TEE FITTINGS. P.O. BOX 2118 WOBURN MA 01888-0118 APPROVED BY SUCH. 24. ALL WATER MAIN APPURTENANCES, MATERIALS, METHODS OF INSTALLATION AND TEL: (781) 935-6889 26. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO TESTING REQUIREMENTS SHALL MEET OR EXCEED THE CITY OF SALEM FAX: (781) 935-2896 REQUIREMENTS. WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH FJDIIFST� f81�TY T POINT OF SERVICE CONNECTION AND DISCONNECTION AT THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. �{I�y j� I� 25. PRESSURE AND LEAKAGE TEST, DISINFECTION AND FLUSHING SHALL BE IN CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE ACCORDANCE WITH ALL LOCAL AND MUNICIPAL STANDARDS AND REQUIREMENTS. PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS oNMAGNETIC o MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC 26. CONTACTOR SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH THE APPLICATION TO THIS PROJECT.DUE TOTHE POTENTIAL THAT THE UTILITY TESTS, FLUSHING AND INSPECTIONS AS REQUIRED BY THE LOCAL MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL MUNICIPALITY. INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND 27. SEWER PIPE BEDDING MATERIAL SHALL BE AS SPECIFIED ON THE DRAWINGS. IF SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF LOCAL OR STATE AUTHORITIES REQUIRE DIFFERENT BEDDING OR BACKFILL ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. BEFORE YOU DIG MATERIAL, THEN THE MORE STRINGENT SHALL APPLY. DRAWING TITLE: SHEET No. CALL 811 OR 28. DRAWINGS DO NOT NECESSARILY SHOW ALL EXISTING UTILITIES. 1-888-DIG-SAFEABBREVIATIONS & NOTES C-001 1-888-344-7233 N.\PROJECTS\2198-01\CIVIL\DRAWINGS\CURRENT\C-2198-01_ABBREVIATIONS & NOTES.DWG Copyn&020I7AIIen6MajorAsociates,,Inc. AIIRt 1s Reserved MAINTENANCE: EROSION & SEDIMENTATION CONTROL NOTES: EROSION & SEDIMENTATION CONTROL NOTES (CONTINUED): CONSTRUCTION GENERAL PERMIT NOTES AND NARRATIVE: ALL MEASURES STATED ON THE STORMWATER POLLUTION PREVENTION PLANS, SHALL BE NARRATIVE: THE STORMWATER POLLUTION PREVENTION PLANS CONSIST 1. EROSION CONTROL SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL BE 17. TOP OF STOCKPILES SHALL BE COVERED IN SUCH MANNER THAT STORMWATER DOES MAINTAINED IN FULLY FUNCTIONAL CONDITION BY CONTRACTOR UNTIL SITE. LONGER REQUIRED OF THE EROSION CONTROL PLANS TOGETHER WITH EXISTING CONDITIONS ADEQUATE TO MAINTAIN SEDIMENT ON SITE. ANY MODIFICATIONS TO SILT CONTROLS FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION NOT INFILTRATE THE MATERIALS AND THEREBY RENDER THE SAME UNSUITABLE FOR FILL AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN PLANS, GRADING PLANS, ABBREVIATIONS AND NOTES SHEETS, AND DETAIL SHOWN ON THE APPROVED PLANS AS A RESULT OF ACTUAL FIELD CONDITIONS OR USE. ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS SHEETS. CONSTRUCTION PRACTICES SHALL BE INSTALLED IN ACCORDANCE WITH B.M.P. (BEST MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: MANAGEMENT PRACTICES) PER THE E.P.A. 2017 "CONSTRUCTION GENERAL PERMIT" 18. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH THE EROSION CONTROL PIAN WILL BE IMPLEMENTED TO: MANUAL, AND MASSACHUSETTS 2003 EROSION & SEDIMENT CONTROL GUIDELINES FOR MULCH OR SEEDED FOR TEMPORARY VEGETATIVE COVER. NO AREA, SUBJECT TO 1 . INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY BLE AFTER DISTURBANCE. URBAN AND SUBURBAN AREAS, ANY SUCH MODIFICATIONS FROM THE ABOVE MANUALS EROSION SHALL BE LEFT DISTURBED AND UNSTABILIZED FOR PERIODS LONGER THAN IS SHOW SIGNS OF UNDERMINING, OR DETERIORATION. A. TREAT EROSION AS SOON AS POSSI SHALL BE INSTALLED AS APPROVED BY THE ENGINEER. ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF THE CONSTRUCTION WORK OR SIX MONTHS AFTER SOIL HAS BEEN DISTURBED WHICHEVER IS LESS. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A HEALTHY STAND OF B, PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION AREA AND 2. AREAS OF EXPOSED SOIL UNDERGOING CONSTRUCTION THAT WILL NOT BE GRASS IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS ENTERING THE RECEIVING WATERS. COVERED AND OR FINISHED GRADED SHALL BE STABILIZED AS SOON AS PRACTICABLE 19, CULVERT/PIPE INLETS AND OUTFALLS SHALL BE PROTECTED BY STRAW BALE FILTERS NEEDED. BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY (UNLESS AND STONE CHECK DAMS UNTIL DISTURBED AREAS ARE PERMANENTLY STABILIZED. 3. ALL SEDIMENT CONTROLS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF C. CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED TO MINIMIZE EROSION. CITY HAS STRICTER REQUIREMENTS WHICH SHALL BE FOLLOWED) IN THAT PORTION OF FROM THE TUBULAR SEDIMENT CONTROLS D. ONLY DISTURB, CLEAR, OR GRADE AREAS NECESSARY FOR THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY EROSION CONTROL 20. STRAW BALE DIKES SHALL BE CONSTRUCTED AT ALL EXISTING & PROPOSED CATCH DAMAGED. SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE HEIGHT ED THE CONTROL MEASURE OR AS REQUESTED BY CONSTRUCTION. MEASURES SHALL INCLUDE EROSION CONTROL MESH, NETTING OR MULCH AS DIRECTED BASINS. NO SEDIMENTATION SHALL ENTER THE ON-SITE OR OFF-SITE DRAINAGE THE OWNER OR ENGINEER. BY THE OWNER'S REPRESENTATIVE AND SHOWN ON THE DESIGN PLANS. IF MULCH IS SYSTEMS AT ANY TIME. USED, STRAW MULCH SHALL BE APPLIED AT THE RATE OF 4 BALES PER 1,000 SQUARE 21. ALL EROSION CONTROL MEASURES SHALL BE ROUTINELY INSPECTED, CLEANED AND 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL FEET. APPLICATION AREA SHALL BE SUFFICIENTLY COVERED WITH MULCH TO AVOID ANY VISIBLE SOIL EXPOSURE. MULCH SHALL BE KEPT MOIST TO AVOID LOSS DUE TO WIND. REPAIRED OR REPLACED AS NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION. PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY MULCH AND NETTING SHALL BE APPLIED IN THE BASE OF ALL GRASSED WATERWAYS, IN IN ADDITION, INSPECTION SHALL TAKE PLACE WEEKLY AND BEFORE AND AFTER EACH REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS VEGETATIVE SLOPES WHICH EXCEED 15% AND DISTURBED AREAS WITHIN 100 FEET OF RAINFALL EVENT. DEMAND. WETLANDS OR STREAMS. 22. ALL PROPOSED SLOPES EQUAL TO OR GREATER THAN 3:1 SHALL BE STABILIZED WITH 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION 3. IF DISTURBED AREAS DO NOT RECEIVE FINAL SEEDING BY OCTOBER 1ST OF THE JUTE MESH AND PROTECTED FROM EROSION UNTIL WORK IS COMPLETE AND GROUND (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF CONSTRUCTION YEAR, THEN ALL DISTURBED AREAS SHALL BE SEEDED WITH A WINTER COVER IS ESTABLISHED. THE TEMPORARY PARKING AS CONDITIONS DEMAND. COVER CROP AT THE RATE OF 3 LBS PER 1,000 SQUARE FEET. WINTER SEEDING 23. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL STRAW BALES AND 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN SHALL BE COVERED WITH EROSION CONTROL MESH (MULCH AND NETTING). HEAVY EXTRA SILTATION FENCING FOR INSTALLATION AT THE DIRECTION OF THE ENGINEER OR OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT GRADE MATS SHALL BE USED IN THE BASE OF ALL GRASSED WATERWAYS ON THE CITY ENGINEER TO MITIGATE ANY EMERGENCY CONDITION. BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. VEGETATED SLOPES IN EXCESS OF 15%, AND ANY DISTURBED AREAS WITHIN 100 FEET OF WETLANDS OR STREAMS. MULCH AND NETTING SHALL ALSO BE PROVIDED FOR ADDITIONAL WINTER PROTECTION. 24. AS CONSTRUCTION DISTURBANCE IS NOT GREATER THAN 1 ACRE, A NATIONAL POLLUTANT ABBREVIATIONS: 4. ALL TOPSOIL SHALL BE COLLECTED, STOCKPILED, SEEDED WITH RYE AT 3 LBS PER DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT NOI, AND ABAN ABANDON 1 ,000 SQUARE FOOT AND MULCHED, AND REUSED AS REQUIRED. SILTATION FENCING STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WILL NOT NEED TO BE SUBMITTED ADA AMERICANS WITH DISABILITIES ACTS SHALL BE PLACED DOWN GRADIENT FROM STOCKPILED LOAM, LOAM SHALL BE TO THE EPA. ADJ ADJUST STOCKPILED AT LOCATIONS DESIGNATED BY THE OWNER AND ENGINEER. 25. OWNER AND CONTRACTOR ARE RESPONSIBLE FOR COMPLIANCE WITH THE CONSTRUCTION g BORING 5. ALL FILTER BARRIERS, SILT SACKS, AND EROSION CONTROL BERMS SHALL BE INSTALLED GENERAL PERMIT NOI. WEEKLY SWPPP INSPECTION REPORTS TO BE PERFORMED BY BC BOTTOM OF CURB ACCORDING TO THE EROSION CONTROL PLAN. THESE SHALL BE MAINTAINED DURING CONTRACTOR. COPIES OF ALL SWPPP INSPECTION REPORTS SHALL BE PROVIDED TO THE BIT BITUMINOUS DEVELOPMENT TO REMOVE SEDIMENT FROM RUNOFF WATER. ALL THE FILTER BARRIERS CITY OF SALEM, EPA, DEP, OR ANY OTHER AUTHORITY REQUESTING THEM WITHIN 3 DAYS BLDG BUILDING L LENGTH AND EROSION CONTROL BERMS SHALL BE INSPECTED AFTER ANY RAINFALL OR RUNOFF OF EACH INSPECTION. BM BENCH MARK LP LIGHT POLEOF EVENT, MAINTAINED AND CLEANED UNTIL ALL AREAS HAVE AT LEAST 85-90% VIGOROUS 26 MAT MATERIAL APPLICABLE WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF SALEM, MA DEP, BOS BOTTOM OF SLOPE <H PERENNIAL COVER OF GRASSES. EPA CONSTRUCTION GENERAL PERMIT STANDARDS. ALL CONSTRUCTION SHALL CONFORM BOW BOTTOM OF WALL MAX MAXIMUM �WAYNE A. TO THE APPLICABLE SITE PLAN REGULATIONS FROM THE CITY OF SALEM AND USDA SOIL BV&B BUTTERFLY VALVE & BOX MH MANHOLE KEEVIL a 6. ADJACENT ROADS SHALL BE PERIODICALLY SWEPT OR WASHED TO AVOID TRACKING MUD, CONSERVATION SERVICE VEGETATIVE PRACTICES IN SITE DEVELOPMENT. BVW BORDERING VEGETATED WETLAND MIN MINIMUM No.41341373 DUST OR DEBRIS FROM THE CONSTRUCTION AREA AS OFTEN AS NECESSARY (WHICH MISC MISCELLANEOUS COULD BE ON A DAILY BASIS) TO REMOVE ANY SOIL OR SEDIMENTS AT NO ADDITIONAL 27, A WATERING TRUCK SHALL BE USED TO PERIODICALLY SPRINKLE CONSTRUCTION AREAS CAN /CPW CABLE TELEVISION MTD MOUNTED Fo�sTER� COST TO THE OWNER. A WATERING TRUCK WILL BE USED TO PERIODICALLY SPRINKLE IN ORDER TO KEEP THE LEVEL OF DUST TO A MINIMUM DURING THE DRY MONTHS AND Cg CATCH BASIN \ MW MONITORING WELL WL- CONSTRUCTION AREAS IN ORDER TO KEEP THE LEVEL OF DUST TO A MINIMUM DURING AS REQUIRED. CF CUBIC FEET THE DRY MONTHS AT NO ADDITIONAL COST TO THE OWNER. CFS CUBIC FEET PER SECOND 28. IF DEWATERING IS NECESSARY IT SHALL ONLY BE COMPLETED AS FOLLOWS: THE CI CAST IRON (PIPE) NIC NOT N CONTRACT � 7. THE CONTRACTOR SHALL USE EXTREME CAUTION TO AVOID ALLOWING SEDIMENTS TO DISCHARGE SHALL BE STOPPED IMMEDIATELY IF THE RECEIVING AREA SHOWS ANY SIGN CL CENTERLINE NO NUMBER ENTER THE STORM DRAIN SYSTEM DURING CONSTRUCTION. BOTH EXISTING AND OF INSTABILITY OR EROSION. ALL CHANNELS, SWALES, AND DITCHES DUG FOR CLDI CEMENT LINED DUCTILE IRON (PIPE) NTS NOT TO SCALE ALLEN_4641INEE FOR PROPOSED CATCH BASIN INLETS SHALL BE PROTECTED DURING CONSTRUCTION BY THE DISCHARGING WATER FROM THE EXCAVATED AREA SHALL BE STABLE PRIOR TO DIRECTING CLF CHAIN LINK FENCE ALLEN & MAJOR ASSOCIATES, INC. USE OF SILT SACKS AND/OR STRAW BALE BARRIERS AROUND EACH INLET AS NOTED DISCHARGE TO THEM. IF A CONSTRUCTION EQUIPMENT BUCKET IS USED, IT SHALL CMP CORRUGATED METAL PIPE OC ON CENTER ON THE PLANS. INLET PROTECTION MAY BE REMOVED ONLY AFTER FINISHED AREAS EMPTY THE MATERIAL TO A STABLE AREA. NO DEWATERING SHALL OCCUR DURING SHALL CO CLEAN OUT OD OUTSIDE DIAMETER ARE PAVED AND THE VEGETATED SLOPES ARE ESTABLISHED WITH AT LEAST 85-90% OF PERIODS OF INTENSE, HEAVY RAIN. FLOW TO THE SEDIMENT REMOVAL STRUCTURE VIGOROUS PERENNIAL GROWTH. NOT EXCEED THE STRUCTURES CAPACITY TO SETTLE AND FILTER FLOW OR ITS VOLUME CONIC CONCRETE OHW OVERHEAD WIRE CAPACITY. WHENEVER POSSIBLE, THE DISCHARGE FROM THE SEDIMENT REMOVAL CONST CONSTRUCTION OVHD OVERHEAD 8. AS APPLICABLE, EROSION CONTROL MESH SHALL BE APPLIED IN ACCORDANCE WITH THE STRUCTURE SHALL DRAIN TO A WELL-VEGETATED BUFFER BY SHEET FLOW WHILE CONT CONTRACTOR OW OBSERVATION WELL PLANS OVER ALL FINISHED SEEDED AREAS AS SPECIFIED ON THE DESIGN PLANS. MAXIMIZING THE DISTANCE TO THE NEAREST WATER RESOURCE AND MINIMIZING THE CRD COORDINATE PC POINT OF CURVATURE SLOPE OF THE BUFFER AREA. THERE SHALL BE NO DIRECT DISCHARGE TO EXISTING CUL CULVERT PCC PRECAST CONCRETE CURB 9. AT A MINIMUM, ALL STRAW BALES, SILT FENCE AND FILTER FABRIC SHALL REMAIN IN WETLANDS OR STREAMS. ALL DISCHARGE SHALL BE IN COMPLIANCE WITH STATE, LOCAL, CY CUBIC YARD PI POINT OF INTERSECTION PLACE UNTIL SEEDINGS OR PLANTINGS HAVE BECOME 85-90% ESTABLISHED. THE CITY AND FEDERAL REQUIREMENTS. PL PROPERTY LINE OF SALEM MUST APPROVE THE REMOVAL OR RELOCATION OF ANY OF THE STRAW BALES DB DISTRIBUTION BOX POC POINT ON CURVATURE REV DATE DESCRIPTION AND FILTER FABRIC. ONCE THE STRAW BALES AND SILT FENCE IS REMOVED THE 29. INITIATE STABILIZATION IMMEDIATELY IF CONSTRUCTION WORK TEMPORARILY OR DBL DOUBLE POT POINT ON TANGENT APPLICANT\OWNER: AREAS ARE TO BE LOAM AND SEEDED TO ACHIEVE FULL STABILIZATION. PERMANENTLY CEASES. DEM DEMOLISH PRC POINT OF REVERSE CURVATURE 10. AT THE OWNER'S DISCRETION ADDITIONAL EROSION CONTROL MEASURES MAY BE 30. ALL DISCHARGES FROM POLLUTION SOURCES IS PROHIBITED ONSITE SUCH AS FUELS, DET DETENTION PROP, P PROPOSED LLC C/O SALEM DIA DIAMETER PT POINT (OR POINT OF TANGENT) C/0 URBAN SPAA CES, LLC. REQUIRED TO MAINTAIN STABILITY OF EARTHWORKS AND FINISHED GRADED AREAS. THE WASTEWATER FROM WASH OUT OF CONCRETE, WASTEWATER FROM CLEAN OUT OF PAINTS, DI DUCTILE IRON (PIPE) PVC POLYVINYL CHLORIDE (PIPE) 111 FIRST STREET CONTRACTOR, AT HIS EXPENSE, WILL BE RESPONSIBLE FOR PROVIDING AND INSTALLING FORM RELEASE OILS, SOLVENTS, ADHESIVES, CURING COMPOUNDS, POLLUTANTS USED DIM DIMENSION - � . �Mjfb)q P, CAMBRIDGE, MA 02141 ANY ADDITIONAL MEASURES AS SPECIFIED BY THE OWNER. E THIS MUNICIPALITY, IS NOT HAZARDOUSFOR NANCE OF SUBSTANCES,HICLES CHEMICALS ANDIPMENT, SOAPS OILS. IF A POLLUTANTEISTDISCOXIC OR HARGED IT DMH DRAIN MANHOLE R&R REMOVE & RESET j LIMITED TO REQUESTS BY MA DEP, THE ENGINEER AND H SHALL BE IMMEDIATELY CLEANED UP BY REMOVING THE CHEMICAL AND AFFECTED SOIL DW DOMESTIC WATER (OR DRY WELL) R&S REMOVE & STACK PROJECT: AUTHORIZED BY THE OWNER. FAILURE TO COMPLY WITH THE OWNER'S DIRECTIONS WILL OR AREA OF SPILL FROM THE SITE IN ACCORDANCE WITH BOTH THE MANUFACTURER DWG DRAWING RCP REINFORCED CONCRETE PIPE"'' ��;� RESULT IN DISCONTINUATION OF CONSTRUCTION ACTIVITIES. RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL REQUIREMENTS. DO NOT HOSE DOWN DYCL DOUBLE YELLOW CENTERLINE RD ROAD (OR ROOF DRAIN) AND SPREAD SPILLED ITEM. ALL CHEMICALS USED ON THE SITE SHALL BE IN RELOC RELOCATE "�° 11 . INSPECTIONS AND MONITORING MAINTENANCE MEASURES SHALL BE APPLIED AS NEEDED LEAK-PROOF CONTAINERS STORED AWAY FROM WETLANDS, SURFACE WATERS, EHH ELECTRIC HANDHOLE REM REMOVE � I 65 WASHINGTON STREET DURING THE ENTIRE CONSTRUCTION CYCLE. WEEKLY INSPECTIONS SHALL BE HELD LEAK-PROOF INLETS, AND DRAINAGE MEASURES. SPILL KITS SHALL BE AVAILABLE ONSITE EL ELEVATION RET RETAIN SALEM, MA THROUGH THE DURATION OF CONSTRUCTION ACTIVITY. WEEKLY INSPECTION REPORTS STOFOR EMERGENCY USE. THERE SHALL BE A SECONDARY CONTAINMENT MEASURE FOR ALL ELEC ELECTRIC ROW RIGHT OF WAY SHALL BE MAINTAINED BY THE CONTRACTOR AND LOCATED IN THE CONTRACTORS FIELD CHEMICALS IN ADDITION TO SPILL-PROOF CONTAINERS. EMH ELECTRIC MANHOLE RR RAILROAD OFFICE ONSITE. IN ADDITION TO THE NORMAL WEEKLY INSPECTIONS, THE CONTRACTOR EOP EDGE OF PAVEMENT RWY ROADWAY SHALL PERFORM AN INSPECTION OF ALL EROSION CONTROL MEASURES AFTER EACH 31. PRIOR TO COMMENCEMENT OF CONSTRUCTION, APPLICABLE CONTRACTOR PERSONNEL EOR EDGE OF ROAD SD SQUARAIN RE FEET RAINFALL OR RUNOFF EVENT, AND PERFORM THE NECESSARY REPAIRS. THE MUST HAVE AN UNDERSTANDING OF THE EPA CONSTRUCTION GENERAL PERMIT EOW EDGE OF WETLANDS SF SQUARE INSPECTIONS SHALL INCLUDE BUT NOT BE LIMITED TO THE SITE'S DOWN STREAM PROJECT NO. 2198-01 DATE: 1426-17 REQUIREMENTS AND THEIR SPECIFIC RESPONSIBILITIES UNDER THE PERMIT. AT ETC ELECTRIC, TELEPHONE, CABLE SGC SLOPED GRANITE CURB DISCHARGE POINTS. MINIMUM, PERSONNEL MUST BE TRAINED AND UNDERSTAND THE FOLLOWING: LOCATION EXIST EXISTING SMH SEWER MANHOLE SCALE: DWG. NAME: C-2198-01 OF ALL STORMWATER CONTROLS AND HOW TO MAINTAIN THEM, PROCEDURES FOR EXT EXTERIOR SP STANDPIPE 12. IF ANY EVIDENCE OF SEDIMENTATION IS OBSERVED AT THE STORMWATER COMPLYING WITH THE POLLUTION PREVENTION REQUIREMENTS. PROCEDURES FOR SPEC SPECIFICATION DESIGNED 8Y: DR CHECKED BY: WK MANAGEMENT AREA INLETS, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, PROVIDE A CONDUCTING INSPECTIONS, RECORDING FINDINGS, AND TAKING CORRECTIVE ACTION. FCC FLUSH CONCRETE CURB STA STATION PLAN TO THE ENGINEER TO REMOVE ANY ACCUMULATED SEDIMENT IN THESE AREAS. FES FLARED END SECTION STD STANDARD TE EDGE LINE PREPARED BY: THE CONTRACTOR SHALL ALSO IMMEDIATELY PROVIDE ADDITIONAL ON SITE EROSION AND 32. ALL SEDIMENT TRACKED ONTO ROADWAYS MUST BE REMOVED AT END OF EACH WORK FFE FINISH FLOOR ELEVATION SWEL SOLID WHI SEDIMENTATION CONTROL MEASURES TO PREVENT FURTHER DEGRADATION OF THE AREA. DAY. FPS FEET PER SECOND SW SIDEWALK FS FIRE SERVICE SWLL SOLID WHITE LANE LINE 13. FOLLOWING THE TEMPORARY OR FINAL SEEDING, THE CONTRACTOR SHALL 33. ALL USE OF CATIONIC TREATMENT CHEMICALS (EXAMPLES INCLUDE POLYMERS, CHITOSAN, FT FOOT/FEET SYCL SOLID YELLOW CENTERLINE INSPECT THE WORK AREA SEMI-MONTHLY TO ENSURE THE AREAS HAVE A CATIONIC PAM, FLOCCULANTS OR OTHER CHEMICAL UTILIZED FOR STABILIZATION) ARE Af*& MINIMUM OF 85-90% VEGETATED VIGOROUS GROWTH. RE-SEEDING SHALL BE CARRIED PROHIBITED. IF ALL OTHER AVAILABLE STABILIZATION MEASURES ARE NOT POSSIBLE AND GC GENERAL CONTRACTOR OUT BY THE CONTRACTOR WITH FOLLOW UP INSPECTIONS IN THE EVENT OF ANY USE OF CATIONIC CHEMICALS IS ABSOLUTELY NECESSARY THE CONTRACTOR SHALL GEN GENERAL TB TEST BORING FAILURES UNTIL VEGETATION IS ADEQUATELY ESTABLISHED. CONTACT THE EPA NEW ENGLAND OFFICE IN WRITING FOR APPROVAL AND SPECIFIC GG GAS GATE TC TOP OF CURB REQUIREMENTS (MAXIMUM DOSAGE RATE, RESIDUAL TESTING, SPECIFIC LIMITATIONS, ETC) ALLEN & MAJOR TD TRENCH DRAIN 14. CONTRACTOR & ALL SITE SUBCONTRACTORS SHALL BE FAMILIAR WITH & FOLLOW ALL PRIOR TO USE. GR GUIDE RAIL TEL, T TELEPHONE GRAN GRANITE TMH TELEPHONE MANHOLE ASSOCIATES , INC. APPROVED PERMITS AND CONDITIONS. CONTRACTOR SHALL MAINTAIN IT COPY OF ALL APPROVED PERMITS ONSITE. ALL CONDITIONS & RECOMMENDATIONS WITHIN THE GV GATE VALVE TOS TOP OF SLOPE APPROVED PERMITS SHALL BE COMPLETED. 34. IF USING NON-VEGETATIVE STABILIZATION MEASURES, IT MUST BE COMPLETED NO LATER GV&B GATE VALVE & BOX TOW TOP OF WALL civil & structural engineering • land surveying THAN 14 DAYS AFTER INITIATING STABILIZATION. ALL AREAS OF EXPOSED SOILS MUST BE GW GROUND WATER TP TEST PIT environmental consulting • landscape architecture NP TYPICAL www . a 1 1 e n m a j o r . c o m 15. ALL EROSION MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL BE COVERED. ADEQUATE TO MAINTAIN SEDIMENT ON SITE. ANY MODIFICATIONS SHALL BE INSTALLED H HORIZONTAL loo COMMERC2118 E WAY AS DIRECTED BY THE ENGINEER OR THE CITY OF SALEM. 35. INSPECTIONS OF EROSION CONTROL MEASURES SHALL BE AT LEAST ONCE EVERY 7 UD U UTILITY POLE UR sox 188 DAYS BY THE CONTRACTOR. AT A MINIMUM INSPECTIONS SHALL INCLUDE ALL DISTURBED HOR HORIZONTAL UP UTILITY POLE WOBURN MA 01888-0116 16. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED DURING AREAS, ALL STORMWATER CONTROLS AND POLLUTION PREVENTION MEASURES, ALL HT HEIGHT FAX: (781) 935-2889 LOCATIONS WHERE STABILIZATION MEASURES HAVE BEEN IMPLEMENTED, EQUIPMENT AND HW HEADWALL V VERTICAL FAX: (781) 935-2896 CONSTRUCTION, AND SHALL REMAIN IN PLACE UNTIL ALL SITE WORK IS COMPLETE AND MATERIAL STORAGE AREAS, ALL AREAS WHERE STORMWATER FLOWS AND ALL POINTS OF HWY HIGHWAY VCP VITRIFIED CLAY PIPE WOBURN, MA • LexEviLtE, Mn • MANCHESTER, xx GROUND COVER IS ESTABLISHED. DISCHARGE. WHEN CORRECTIVE ACTIONS ARE REQUIRED, THE CONTRACTOR MUST HYD HYDRANT VERT VERTICAL IMMEDIATELY TAKE ALL STEPS TO PREVENT POLLUTANT DISCHARGES UNTIL A PERMANENT VGC VERTICAL GRANITE CURB THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. SOLUTION IS IMPLEMENTED. AS NECESSARY NEW OR MODIFIED CONTROLS MUST BE ID INSIDE DIAMETER CLIENT/CLIENTS REPRESENTATIVE N CONSULTANT MAY BE DIG SAFE INSTALLED AND OPERATIONAL, THE REPAIR MUST BE COMPLETED WITHIN 7 DAYS FROM IN INCHES WG WATER GATE MEDIA FOR HIS/HOFDRAWATION NDUSFICRSPECONMAGNETIC WM WATER MAIN MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC THE THE TIME OF DISCOVERY. WITHIN 24 HOURS OF A TRIGGERING CONDITION OCCURRING INCL INCLUDE MAGNAPPLICATIONFOTHIS MATIOOMAYB E TO MODIFIEPUNINTIAL NTION ALLY ":" THAT REQUIRES A CORRECTIVE ACTION, A CORRECTIVE ACTION REPORT MUST BE INST INSTALLED WMH WATER MANHOLE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR COMPLETED. INV, I.E. INVERT, INVERT ELEVATION WSO WATER SHUTOFF OTHERWISE,ALLEN&MAJOR ASSOCIATES, INC. MAY REMOVE ALL INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN&MAJOR ASSOCIATES, INC.'S WORK PRODUCT. DRAWING TITLE: SHEET No. BEFORE YOU DIG ABBREVIATIONS & NOTES C-002 CALL 811 OR 1-888-344-7233 Copyrig6iQ2017A11en&Major Associates, c. 1-888-DIG-SAFE N:\PROJECTS\2198-01\CIVIL\DRAW/NGS\CURRENT\C-2198-01_ABBREVIATIONS & NOTES.DWG aixfsResetvea STORMWATER POLLUTION PREVENTION PLAN 2.1 GENERAL 2.3 MAINTENANCE FOR GRADING AND DRAINAGE SEE DRAWING SHEET C-104. 2.3.1 DURING THE PERIOD OF CONSTRUCTION AND/OR UNTIL LONG TERM VEGETATION IS ESTABLISHED: 2.1.1. THE FIRST STAGE INVOLVES ACTIVITIES NEEDED TO ADDRESS STORMWATER MANAGEMENT; EXCAVATING SEEDED AREAS SHALL BE FERTILIZED AND RESEEDED AS NECESSARY TO INSURE VEGETATION ESTABLISHMENT. MATERIAL DESIGNATED FOR OFF-SITE REMOVAL OR ON-SITE RELOCATION; AND FENCING SELECTED AREAS. STAGE ONE WILL PREPARE SITE FOR CONVENTIONAL CONSTRUCTION. 2.3.2 TEMPORARY SEDIMENTATION BASINS SHALL BE CHECKED AFTER EACH SIGNIFICANT RAINFALL AND NO LESS THAN WEEKLY, AND CLEANED AS NEEDED TO RETAIN STORAGE CAPACITY. 2.1.2. THE SECOND STAGE WILL CONSIST OF ROUTINE CONSTRUCTION INVOLVING DEMOLITION, PAVING, LANDSCAPING AND UTILITIES. 2.3.3 TEMPORARY DRAINAGE SWALES SHALL BE CHECKED WEEKLY AND REPAIRED WHEN NECESSARY. 2.1.3. THERE ARE GENERAL PHASES OF CONSTRUCTION AS IDENTIFIED BELOW. IN EACH PHASE OF 2.3.4 THE HAYBALE AND SILTATION FENCING BARRIERS AND OTHER EROSION AND SEDIMENT CONTROL CONSTRUCTION, IMPLEMENT STANDARD EROSION AND SEDIMENT CONTROL PRACTICES PRIOR TO INITIATING EARTH MEASURES/DEVICES SHALL BE INSPECTED, CLEANED, REPLACED AND/OR REPAIRED AS NECESSARY, AND NO DISTURBING ACTIVITIES, AND MAINTAIN THESE PRACTICES THROUGHOUT THE COURSE OF CONSTRUCTION. LESS THAN WEEKLY, AND AFTER EACH SIGNIFICANT RAINFALL. ACCUMULATED SEDIMENTS SHALL BE REMOVED WHEN THEY REACH HALF THE HEIGHT OF THE BARRIER. TYPICAL PRACTICES TO BE APPLIED TO THE SITE INCLUDE THE FOLLOWING: PRIOR TO DEMOLITION AND EARTH DISTURBANCE IN ANY WORK AREA, INSTALL SILTATION BARRIERS (BALES OR 2.4. GENERAL SILT FENCE WITH BALES) BETWEEN THE WORK AREA AND THE AREA(S) TO WHICH IT DRAINS. 2.4.1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE DISCHARGE WATER FROM DEWATERING OPERATIONS TO A TEMPORARY SILTATION TRAP OR SEDIMENTATION BASIN. WITH (USDA) NATURAL RESOURCES CONSERVATION SERVICE (NRCS, FORMERLY SCS) GUIDELINES AND ALL LOCAL MUNICIPAL REGULATIONS. PROVIDE TEMPORARY BERMS AND SWALES TO DIVERT SURFACE WATER AWAY FROM THE AREAS THAT WILL BE EXPOSED BY CONSTRUCTION ACTIVITY TO MINIMIZE THE AMOUNT OF SURFACE WATER COMING INTO CONTACT WITH 2.4.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS EXPOSED SOILS. PROVIDE STABLE OUTLETS FOR THESE DEVICES, AND LINE OR VEGETATE THESE DIVERSIONS TO AND BENCH MARKS NECESSARY FOR THE WORK. PROVIDE FOR DEVICES, AND LINE OR VEGETATE THESE DIVERSIONS TO PROVIDE FOR THEIR STABILITY DURING CONSTRUCTION. 2.4.3. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY SITEWORK OR EARTHWORK OPERATIONS, SHALL BE MAINTAINED DURING CONSTRUCTION, LIMIT THE EXTENT OF EXPOSED SOILS TO AREAS THAT CAN BE WORKED AND RESTABILIZED WITHIN THE AND SHALL REMAIN IN PLACE UNTIL ALL SITEWORK IS COMPLETE AND GROUNDCOVER IS ESTABLISHED. CONSTRUCTION SEASON AND DURING THE SPECIFIC CONSTRUCTION PHASE. WHEN EARTHWORK CONSTRUCTION ACTIVITY IN AN AREA IS COMPLETE, STABILIZE THE AREA WITH A SUITABLE SURFACE AS DESCRIBED BELOW. 2,4.4. ALL WORK SHALL BE IN ACCORDANCE WITH THE PERMITS AND APPROVALS ISSUED BY THE LOCAL IN ADDITION TO THESE PRACTICES, FOLLOW THE SPECIAL PRACTICES DESCRIBED BELOW. COMPLY WITH THE PLANNING BOARD, THEIR AGENTS, AND THE CONSTRUCTION SPECIFICATIONS. DIRECTIONS OF THE OWNER'S REPRESENTATIVE TO ADDRESS EROSION AND SEDIMENTATION CONDITIONS THAT MAY 2.4.5. STOCKPILES SHALL BE SURROUNDED ON THEIR PERIMETERS WITH STAKED BALES AND/OR SILTATION ARISE ON A CASE BY CASE BASIS DURING CONSTRUCTION. FENCES TO PREVENT AND/OR CONTROL SILTATION AND EROSION. THE FOLLOWING IS A DESCRIPTION OF MINIMUM CONSTRUCTION REQUIREMENTS AND DOES NOT RELIEVE THE 2,4.6. TOPS OF STOCKPILES SHALL BE COVERED IN SUCH A MANNER THAT STORMWATER DOES NOT OF CONSTRUCTION.CONTRACTOR HIS RESPONSIBILITIES WITH REGARD TO DETERMINING THE ADEQUACY OF MEANS AND METHODS INFILTRATE THE MATERIALS AND THEREBY RENDER THE SAME UNSUITABLE FOR FILL USE. 2.2 ESTIMATED CONSTRUCTION SEQUENCING. IF APPLICABLE, EFFORTS SHALL BE MADE TO AVOID STOCKPILING CUT GLACIAL TILL SOILS SINCE STOCKPILING INCREASES EXPOSURE TO PRECIPITATION AND PROVIDES GREATER OPPORTUNITY THE FOLLOWING IS AN ESTIMATED CONSTRUCTION SEQUENCING. SOME ACTIVITIES MAY OCCUR AT THE SAME TIME FOR FROST PENETRATION. SOME OF THE STEPS IN SEQUENCING MAY OCCUR SIMULTANEOUSLY, RATHER THAN AT SEPARATE TIMES OR OUT OF SEQUENCE DUE TO ACTUAL FIELD CONDITIONS OR OTHER PARTICULARLY CUT AND FILL OPERATIONS, IN AN EFFORT TO AVOID STOCKPILING. FACTORS. ACTUAL SCHEDULING WILL BE COMPLETED BY THE SITE CONTRACTOR. <�OF (CONTRACTOR TO FOLLOW ANY ADDITIONAL PERMIT REQUIREMENTS OR STEPS AT NO ADDITIONAL COST TO 2.4.7. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH OR WAYNE A. THE OWNERS FROM EITHER STATE OR LOCAL PERMITS. SEEDED FOR TEMPORARY VEGETATIVE COVER. NO AREA, SUBJECT TO EROSION SHALL BE LEFT DISTURBED KEEFNER AND UNSTABILIZED FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION CIVIL OF THE CONSTRUCTION WORK. No.41313 • INSTALL ALL EROSION CONTROL MEASURES INCLUDING BUT NOT LIMITED TO TEMPORARY STRAW BALE CrsTEt`�� FILTERS, SILT SACKS, CONSTRUCTION ENTRANCES, AND STRAW BALES AND SILT FENCE. 2.4.8. BALE DIKES SHALL BE CONSTRUCTED AT ALL EXISTING & PROPOSED CATCH BASINS LOCATED IN ram aG AREAS SUBJECT TO STORMWATER RUN-OFF FROM PROPOSED CONSTRUCTION, OR AS DIRECTED BY THE • SETUP STAGING AND MATERIAL STORAGE / STOCKPILE AREAS. OWNER'S REPRESENTATIVE. NO SEDIMENTS SHALL ENTER THE OFF-SITE DRAINAGE SYSTEMS AT ANY TIME. SEDIMENT DISCHARGE TO OFF-SITE PROPERTY IS PROHIBITED. • IF REQUIRED, CONSTRUCT TEMPORARY SILT / DEWATERING BASINS. w III 2.4.9. CULVERT/PIPE INLETS AND OUTFALLS SHALL BE PROTECTED FROM INCOMING SILT UNTIL ALL PROFESSIO L GINE R OR • PROTECT AND MARK ALL EXISTING ITEMS NOTED TO REMAIN. DISTURBED AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED. ALLEN & M JOR ASSOCIATES, INC. • PERFORM DEMOLITION WORK. SURVEY AND IDENTIFY LIMITS OF SITE CLEARING. CONDUCT SITE 2.4.10. ANY DEWATERING REQUIRED DURING CONSTRUCTING ON THE SITE SHALL DISCHARGE INTO A CLEARING. DEWATERING FILTER OR TEMPORARY SILT BASIN PRIOR TO DISCHARGE. • DEMO EXISTING MATERIALS AS NOTED. 2.4.11. BALES AND SILTATION FENCING AND TEMPORARY SILT BASIN SHALL BE INSPECTED NO LESS THAN WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL AND REPLACED AS REQUIRED. • REMOVE EXISTING LOAM AND SUBSOIL AND STOCKPILE FOR REUSE. 2.4.12. ALL PROPOSED NON-RIPRAP SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH EROSION • PERFORM ROUGH GRADING AND CONSTRUCT BUILDING FOUNDATIONS. CONTROL FABRIC AND PROTECTED FROM EROSION. • INSTALL UNDERGROUND UTILITIES. 2.4.13. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL BALES AND EXTRA SILTATION REV DATE DESCRIPTION FENCING FOR INSTALLATION AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE OR THE MUNICIPAL • PERFORM FINE GRADING; PLACE BINDER PAVEMENT COURSE. AGENTS TO MITIGATE ANY EMERGENCY CONDITION. US-DAPPLICANI�OW • PLACE PAVEMENT TOP COURSE; CONSTRUCT SIDEWALKS AND ALL OTHER SITE IMPROVEMENTS. 2.4.14. BORINGS WERE TAKEN FOR THE PURPOSE OF DESIGN AND SHOW CONDITIONS AT BORING POINTS C/O SALEM URBAN SPACES, LLC ONLY. THEY DO NOT NECESSARILY SHOW THE NATURE OF ALL MATERIALS TO BE ENCOUNTERED DURING 111 CES, LLC. • INSTALL PAVEMENT MARKINGS, SITE SIGNAGE & COMPLETE LANDSCAPING. CONSTRUCTION. CA FIRST STREET CAMBRIDGE, MA 02141 • REMOVE TEMPORARY SILT CONTROLS AFTER SITE IS STABILIZED. 2.4.15. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS AND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK INCLUDING BUT NOT LIMITED TO DEMOLITION. -+pi (i l�, W( 74 � PROJECT: BE DISPOSAL ON MATERIALS IS THE SLTHE CONTRACTOR AND MUST ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL MUNICIPAL PALREQUIIREMENTS. OFF-SEIc owy; 65 WASHINGTON STREET 2.4.17. THE CONTRACTOR SHALL PROTECT AND/OR CAP OFF ALL EXISTING ON- SITE UTILITY SERVICES �R.I SALEM, MA DESIGNATED ON THESE DRAWINGS. SERVICES SHALL BE CAPPED OFF WHERE SAME ENTER THE PERIMETER PROPERTY LINE. 2.4.18 THE LIMIT OF WORK LINE FOR THE AREA TO BE CLEARED AND GRUBBED SHALL BE THE SAME AS THE LIMIT OF WORK LINE NECESSARY FOR GRADING PURPOSES, (I.E., THE GRADING LIMITS AROUND THE PROJECT NO. 219801 DATE: 102617 PERIMETER OF THE PROJECT AREA). SCALE: DWG. NAME: C-21984D1 2.4.19 THE AREA OR AREAS OF ENTRANCE AND EXIT TO AND FROM THE SITE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL DESIGNED BY: DR CHECKED BY: WK SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED PREPARED BY: IMMEDIATELY. 2.4.20 FOLLOWING THE INSTALLATION OF THE BINDER COURSE, THE CONTRACTOR SHALL SWEEP ALL ON-SITE PAVEMENT, IF NECESSARY, UNTIL ALL SITE CONSTRUCTION IS COMPLETED. ALLEN & MAJOR ASSOCIATES, INC. civil & structural engineering • land surveying environmental consulting ♦ landscape architecture www . aIIenmajor . com 100 COMMERCE WAY P.O. BOX 2118 WOBURN MA 01888-0118 TEL: (781) 935.6889 FAX: (781) 935-2896 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. DIG SAFE CUENT/CUENTS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC CM APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. DRAWING TITLE: SHEET No. BEFORE YOU DIG CALL 811 OR 1-888-DIG-SAFE ABBREVIATIONS & NOTES C-003 1-888-344-7233 N:\PROJECTS\2198-01\CIVIL\DRAWINGS\CURRENT\C-2198-01_ABBREVIATIONS & NOTES.DWG copmgnrmzo H , b&Mujernssw;ere;lac. All P is Reserved l 1 I V} ii LEGEND i n nr I s� SILT FENCE SF CATCH BASIN FILTER 4 TEMP. CONST. FENCE r r " { "� STABILIZED ENTRANCE s, Cr50t RET WINDOW, I MAINTI\IN' PEDESTRIAN ADJ RIM „m ACCESS ;(TYP) " ` v REF L I WELL MAINTAIN ACCESS TO � STOCKPILE/STAGING AREA � � $ REM ADJACENT',BUILDING 3 STOCKPI 'E PROTEOTION " ` CUT REM T EE` TREE• PROP° BUILDING OUTLNE - � P) LIMIT OF DISTURBANCE ■ ■ TREE PROTECT ON 4 n (NP)." :,-REM REM MW MAIN"1'AIN ACCESS°"TO " / �T2" - 501 REM HA'S RIGHT "'OF WAY (i BUILDING TO BE REMOVED .r REM SAWGI�T i= RET LIGHT �. 1' ELEC (TYP) P F SAWCUT (TYP) TEMPORARYCE —x—x UTILITY CUT AND CA REM TREES RET RISER �. � REE TO BE REMOVED i Lx x _.. : R&R 4; ;1 I REM TREES RET NOTES: ' (TYP) MATERIALS o f r tNOF /,X REM LIGHT POST AND STOCKPILE AREA WINDOW 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN COORCIfA�E PARKING WE L5: , `� '! WAYNE METER"F'EMOVAL WITH FOUNDATION I, I � AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY KeEFNER TRAFFI D PARKING ' " ` J VERIFIED BY THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR CIVIL REM VENT d 1 No.a1313`,.. DEP ENT (TYP) L I R&S SIGN I z SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES L, v BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE eq � I- _ � FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE cJ��` a ti, REM EXISTING r r �! 8 I CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND REM AREA DRAIN R IG 1, w PAVEMENT AND " ! ALL UNDERGROUND UTILITIES. Lo AND DRY WELL CONCRETE I � ` I til. REM TREE (R&S REM TREES 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF �� 1 ° ,.. ._PI-�QUF� � .- .r_ H -." „", �. � INC. ITS INTENDED USE IS TO PROVIDE PROFESSIONAL 'ENGINEER •OR ALLEN & MAJOR ASSOCIATES R L1�GHT POSTS (TYP) WCU INFORMATION. ANY ALTERATION, MISUSE, OR RECALCULATION OF ALLEN & MAJOR ASSOCIATES, INC. INFORMATION OR DATA WITHOUT THE EXPRESSED WRITTEN CONSENT rz A OUNDATIONS REM ELEC ' REM LIGHT POSTS r STRUCTURE O OF ALLEN & MAJOR ASSOCIATES, INC. IS STRICTLY PROHIBITED. sa lyp �,� RAZE EXISTING hvl HEDGE �'I r � EM LIGHTMPOST AN �- AND FOUNDATIONS (RETAIN i �� ar� "'�, 3. THE CONTRACTOR SHALL CONTACT "DIGSAFE" AND THE CITY OF SALEM (TYP) RTW I )- REM STAIRS FOUNDATION) DEPARTMENT OF PUBLIC WORKS AT LEAST 72 HOURS PRIOR TO ANY LQ FO�INDATION IO WORK TO REQUEST THE LOCATION OF THE EXISTING < --'--- REM DRAINAGE LINE AND s EXCAVATION I RET TREES UTILITIES. C 2/27/18 PEER REVIEW COMMENTS REM TREES / � STRUCTURES PER CITY OF ' (TYP) s I �j1vtt ;� SALEM REQUIREMENTS ( ) � DIGSAFE: 1-800-344-7233 B 2/19/18 WATER&SEWER REVISIONS REM STEPS REM LIGHT POST, AND TMP =' , - .( ; i CITY OF SALEM DEPT. OF PUBLIC WORKS: 1-978-744-3302 A 1/31/18 PEER REVIEW COMMENTS TQM LIGHT POST N . V N FOUNDATION �. ., REV DATE DESCRIPTION REM TRS' /I �' �` �� `' RET 4. DURING BUILDING DEMOLITION, CONTRACTOR TO VIDEO ALL SANITARY OUNDATION " S - "�` SEWER BUILDING EXITS TO THEIR TERMINUS. CONTRACTOR TO CUT APPLICANT\OWNER: R AND CAP ALL ACTIVE CONNECTIONS AT THE MAIN THAT ARE NOT PER CITY OF SALfiCE_AND STRUCTURE . CU 8' ' US-DS SALEM JV. LLC M-REQUIREMENTS "` EI BEING RE-USED � �"� REM SEWER,`;SERVI s � .' p INLET PROTECTION C/O URBAN SPACES, LLC. R RE Ir ..CUR �� 5 TEMPORAR CONSTRUCTION 111 FIRST STREET ,; ASC ENCL SU " c-�J ENTRANCE EXIT', CAMBRIDGE MA 02141 INLET PROTECTION 2 �/ � ca i c-soy REM M " REM LIGHT POST ;AND REM TREE REF TREE �� " PROJECT r FOUNDATION s` R8r1R cz ELEC SERVI r.. 1 CE TO BE TERMINATED AT MAIN 65 WA STREET rv< TY ! f ;:. PER UTILITY PROM )(< WASHINGTON �... .� S SALE A NOTE RIM- 7 w v � ,..... .� .- >;, ✓rJ�J21 d , - ... _ �--^fir^- , T _—, -T ' .. : ._ . .Pt _ za ,.�t R&R IGN _ _ . RET UR _ - '', 2198-01 DATE: 102617 REF • IGHT _.. _ - .: �. "_ ._.V. REM ELEC PROJECT NO REMODEL CB \ _ �_ „at„ a n „etS .. - s , _ m _. �a ER ICES SCALE: 1 -20 DWG, NAME: C3 8-01 REM TREE (TYP) D. � ya -a a a' R&R SIGN MAINTAIN, PEDESTRIAN --REM - HEDGE I I NOTE 4MAINTAIN PEDESTRIAN ACCESS-�TYP) DESIGNED BY: DR CHECKED BY: SEE REM FLAGPOLES SAWCUT (TYP) ACCESS (TYP) SEE NOTE 4 rRErARED13r: °f AND FOUNDATIONS I 4. TEMP.° CONST. " FENCE R&R SIN - SEE REM PHONE STIANf ., ,E'• . . c t Fpr I REM DMH NOTE 4TON STRE ti�T pp 094 ® C`T�,AND CAP WATER ' CUT AND CAP DRAIN SERVICE AT THE MAIN s ; � SERVICE AT THE MAIN w (PUBLIC - VARIABLE WIDTH) � m- YoeF �� 1 PER CITY OF, SALEM ",. __--..w.M _ - _ �+7tvm at TNT. M LO REQUIREMENT PER CITY.QT �A r�zvrw „� � REQUIREMENTS g�°t D�I� ','MAINTAIN' PEDESTRIAN - ry s - ALLEN & MAJOR � "'j, _- AfC �� _..ter.. S u, t IATE , INC. civil & structural ensurveying tneertn environmental consulting • landscape architecture www . aIIenmajor . com ISI T� 100 COMMERCE WAY APPRON/ED P.O. BOX 2118 188 f" °°PLAN WOBURN MA 01888-0118 �J TEL: (781) 935-6889 S,-T� pLAN FAX: (781) 985-2896 WOBURN, MA ♦ LAKEVILLE, MA O MANCHESTER, NH DIG SAFE THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE ;> PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC o MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC ; APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES, INC.MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC GRAPHIC SCALE MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF r* zo o to zo as so ALLEN&MAJOR ASSOCIATES, INC.'S WORK PRODUCT. BEFORE YOU DIG DRAWING TITLE: SHEET No. CALL 811 OR ( ) 1-888-DIG-SAFE IN FEET 1-888-344-7233 1 inch = 20 ft SITE PREPARATION PLAN C-101 N.\PROJECTS\2198-01\CIVIL\DRAWINGS\CURRENT\k--2198-0 1-SITE PREPARATION PLAN.DWGcopyrifar®zo�Jau ' tr4Inc. LEGEND PROP. PROPERTY LINE SIGN BOLLARD BUILDING BUILDING ARCHITECTURE BUILDING INTERIOR WALLS CURB RETAINING WALL PARKING STRIPING ROADWAY STRIPING TRAFFIC ARROWS E HEAVY DUTY CONCRETE _ HEAVY DUTY PAVEMENT RUMBLE STRIP 11 6 CONCRETE SIDEWALK 6 CONCRETE SIDEWALK C-501 SIDEWALK 0 C 501 9 STANDARD DUTY BRICK SIDEWALK PLAmNmo BOARD 1 TRANSFORMER PAD C-50 C-501 BITUMINOUS PAVEMENT APPROVED,'. I� ADA ACCESSIBLE RAMP PPROVED,'' 7 VERTICAL GRANITE ADA DET. WARNING SURFACE c-sot CURB � } � ' S,TE PLAN CONCRETE RAMP (SEE i^ 06 JERSEY BARRIERS 7.6 ARCHITECTS PLAN SET r D FOR DETAILS) .- � I s ` SNOW STORAGE v GRAVEL ACCESSU) Jq E ACK LINE INE — — — — KEE NER • ,. .R3 ;` ( CIVIL BASELINE No.41313 4) c/sT �'� REo o S q rye. AW-CUT LINE I N 00 Rr8.9, ' N ! " BASELINE DATA LABEL 10 PARKING COUNT 10 COMPACT PARKING STALL © PROFESSION L GIN R FOR 2.5' 5.0ALLEN & MAJOR ASSOCIATES, INC. 1 3 (_STBK) STEEL GUARDRAIL WOOD 84' 1 GU CONCRETE SAWCUT CHAIN LINK FENCE —X—% . . . t ' t 0� JOINT--CONTROL 0-501 WOOD FENCE —�—o DECORATIVE FENCE r, s IVIULThFAMILYRESIDENTIAL BUILRII�G, „ ' ;'BUILDING:AREA-�17,200. S,., " TREE LINE BUILDING OVERHANG 5 STQRIE$'`RESIC!�NTIAL OVER ) G TRANSFORMER T❑ REV DATE BUILDING OVERHANG (TYP) , ` , 2 STORIES GARAGE/ RETAIL (TYP DOUBLE YELLOW CENTER LINE DYCL APPLICANT\OWNER: DESCRIPTION FFE-EXISTING ELEYATIQNP ' '�,� ' DS SALEM 1V. LLC SOL Y CEN NE SYCL I C O URBAN SPACES, C sol CONCRETE SIDEWALK ID YELLOW TER LI U� ES L i' SOLID WHITE EDGE LINE SWEL 111 FIRST STREET ii 01 Al CONCRETE SIDEWALK 6 SOLID YELLOW EDGE LINE SYEL CAMBRIDGE, MA 02141 BROKEN YELLOW CENTER LINE BYCL PROJECT. STOP LINE SL 65 WASHINGTON STREET BI. 5.9' �(STBK) TAPER C1 6 TO FLUSH (TYP.). . QYCLE (SACK (3) SALEM, MA LO Oa0 (S7B ) ? , I ro s NOTES' PROJECT NO. 2198-01 DATE: 10-26-17 "' 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE Y b – SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN SCALE: V-20' DWG. NAME: C-2198-01 Cd z C sal WHEELCHAIR RAMP INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S w REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE DESIGNED BY: DR CHECKED BY: WK MEET EXISTING GRADE OF 21~ 2,g— `F �x EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE GRANITE CURB CLEANLY o \\/BUILDING OVERHANG ¢ COMMENCING WORK, AND AGREES TO BE FULLY PREPARED sv: AND SMOOTHLY (TYP) 1 WHEELCHAIR RAMP p RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE – 6 CONCRETE SIDEWALK (NP) OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY C—sot 7 VERTICAL GRANITE LOCATE AND PRESERVE ANY AND ALL UNDERGROUND c-5ot CURB UTILITIES. fi � t @ � n,0t n ,mlrzv I 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE { 11\1 r w uPROPERTY OF ALLEN & MAJOR ASSOCIATES, INC. IT'S rl.i, i.rr, VI} ) si;t.f.: IJsir, INTENDED USE IS TO PROVIDE INFORMATION. ANY ALLEN & MAJOR ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION ASSOCIATES, INC. OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF , . _,. .a.. - ALLEN & MAJOR ASSOCIATES, INC. IS STRICTLY PROHIBITED. .._._... civil & structural engineering * land surveying „ environmental consulting * landscape architecture 3. THE CONTRACTOR SHALL CONTACT DIGSAFE AND THE CITY www . a I I e n m a j o r . c o m - OF SALEM DEPARTMENT OF PUBLIC WORKS AT LEAST 72 100 COMMERCE WAY HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST THE F.O. BOX 2118 LOCATION OF THE EXISTING UTILITIES. WOBURN MA 01888-0118 TEL: (781) 935-6889 DIGSAFE: 1-800-344-7233 FAX: (781) 935-2896 SALEM DEPT. OF PUBLIC WORKS: 1-978-744-3302 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH DIG SAFE 4. ALL RADII ARE 3 FEET UNLESS OTHERWISE NOTED. THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC 5. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF ALL MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC DOORS RAMPS, STAIRS, ETC. APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN &MAJOR ASSOCIATES, INC.MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC GhAhHIC SCALE MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF zo 0 10 za ao so ALLEN&MAJOR ASSOCIATES, INC.'S WORK PRODUCT. YOU DIG DRAWING TITLE: SHEET No BEFORE . CALL 811 OR ( IN FELT ) 1-888—DIG—SAFE 1 inch = zo rt LAYOUT & MATERIALS C-1 02 1-888-344-7233 N:\PROJECTS\2198-01\CIVIL\DRAWINGS\CURRENT\C-2198–01–LAYOUT & MATERIALS.DWG Copyr;,Qetp2ot�Alen&MajorAsocates,Inc. All Rt &Resmed I.y { "5 .v ht i 4 LEGEND DRAIN MANHOLE CATH BC ( ASIN E? 3 PRECAST DRAIN MANHOLE WATER QUALITY UNIT a � { 1'C= k 25.65 25.70 i� � ' DRAIN LINE ( , rj DMH- 1 s 20 LF z3=0.015 „ HDPE 5, lq� J in RIM 25 62 t , = CONTOUR 150 ' `", a e>',: INV IN=19 94(DW1 v s 1' CONTOUR f 31 LF' 12 HDPE - a o [ RYWLL 1 INS: OUT=19 84 i t EX. DMH (DM1247) SPOT GRADE x® r S-0.01 4(EX) , . RIM�YARIES Nt :' : - RIM=24.7 WQU-1 INV IN�0.78 56 LF 12" HDPE INV- IN=19.54(DMH-1) I l CNV QUT x:78 5Qg015 2 "INV. IN=19.14(REC) INFILTRATION SYSTEM ,(STC45Ui) :.; .' 26.52 , 42 4Z 1 w SIM=24.25 ., y :; INV =19.04(REC) DETENTION PIPE # Tr 24.38 : INV. OUT=21.25 2476 ' 24.85 ��, I� I = UT 24.32, 24.37 I a4 1 { FLOW DIRECTION � '15.1Q 4 25 65 T � 4 43 Q Oo t r 26 + �c 5..50 { w , g4 48 i l 24.334 �� 26 55 TC=26 50 . ' ' k s a,1 B o NOTES: ii 24 0O - < ! - , + ="., >, ,; C= 50Ut r OF YNE A. 24.50 , ,1 '..' TRENCH 25.58 1 cIFNER 2':4.39 , . « " C 5o E C EC ON E OCATONS OF EXI UNDE OUND UTILITES RE vIL 24.07 w T NOT BEEN .41 4 1 0 TH L I STING RGR I A SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE No 313 - , , _ INDEPENDENTLY VERIFIED BY THE OWNER OR ITIS ,g � RMCEPIOR iSTC45dI :.57 =,k _` Q REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE ( ' 26.25 =i 's, ,k (J ti -" RK, AND AGREES TO BE FULLY ' 2411"5 "� ""` + ct;, ��r „+ + REESPOENSIIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE 4 ; 24:44 OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY 2456 .. + +''s °3 '�` + ' ' �4 149 LOCATE AND PRESERVE ANY AND ALL UNDERGROUND PROFESSIONAL 'ENGINEER OR �(+, UTILITIES. ALLEN & MAJOR ASSOCIATES, INC. to 25 9 a V � 'a � � 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE QS 24.6Q125 77a I. i :r r INTENDED USE ISTOPROVIDE INFORMATION. INC.IA Y fY�(ELL � 'y 24.62 ,� ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION 24.66 x ca OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF oa ALLEN & MAJOR ASSOCIATE INC IS STRICTLY PROHIBITED 15 a a Arlt, 25$ fir`!"�% "'y` j B 2/27/18 PEER REVIEW COMMENTS � Q- � . 1 S I1�I. LTI-FAMILY,�iESIDENM BIUILDINSa jh I 6 3. THE CONTRACTOR SHALL CONTACT "DIGSAFE AND THE CITY > BJII DI G AREA•17;ZOOt S,F,'! OF SALEM DEPARTMENT OF PUBLIC WORKS AT LEAST 72 A 2/13/18 DRAINAGE REVISIONS i.,+ ,.. r + 124.62 .,,,; N ,.,;SiORICS RESIDENTIgL LOVER. , I % 4 4, HOURS PRIOR TO ANY EXCAVATION WORK Q REV DATE DESCRIPTION `246.4 `, , ; �r,%, �s l, LOCATION OF THE EXISTING UTILITIES. ' ',,.,PRIES GARAGE/ RETAIL' � � � "° � � `' APPLICANT\OWNER: + r i a + ,II, "i t - (' .: -.. - .. n ' FE.�3USTING AT ON el �.7. i, 24:615 I I ,,.;.+ „ r DIGSAFE: 1 -800-344-7233 L, �,' u. i ... ,,,,. + 3l ;y { US-DS SALEM JV. LLC ,i , s. .. SALEM DEPT. OF PUBLIC WORKS: 1 -978-744-3302 1 �' C/O URBAN SPACES, LLC. .: .. I ! , k+1 I # N ° s I % + � + I ,� , 111 FIRST STREET h:' N I k 't a t V S =+ +,� 1'y,il' r .sill ��_ 9 �, ,l , CAMBRIDGE, MA 02141 x� �T PROJECT: i 2450 24.52 24.56' .. 24.34 16,72 �1 +„� � + {; ,�� {� +, , i \L 65 WASHINGTON STREET 24.24 l �T�yyc-24 za {,x„ �, �� K; , + �t a 4s SALEM, MA -23.61 l I, I.PC=e .� 7Qy ` I a' u . 23.5rt� ;Al ,�x t` u { Is dyi k 25. 23.85 } ' 6 r �# 4111, Fq REBUILD DMH 23.50 25.Bt .. 'iT jtl'. t....t ry il.P '" ^r+j } l ...,_.. yl �Ym P(� TC=23.51w" r' 00 (' PROJECT NO. 2198-01 DATE: 10-26-17 BC=23.04 r q� REMODEL LE: l'-2V DWG. NAME: _.- 24 5t, 24.60 24.80 24.8 24 96 __ e,.25 10 I �� +� �; DESIGNED BY. D CHECKED BY. 198-0K w�-� � ttt SCA EX:. DMH (DM 1242) _ _+ 24:38 715'','"4s cc a s 24 6 4 71I 25 00- RIM=23.84 EX TC 23: a - _ gt ;T 76 et ( ) 'TC Z4': "3 PREPARED BY: INV. IN=13.84(EX) BC=23.23. ` tBC 2'3:6'3 W ...._. __..;,t/µ_-. -rt � R1 INV .J.N L8.19(EX) 11 L� 10" HDku PE C=23.90 ..r- C .23r05 SIN=15,69(EX) = SLOPE=2:0% �C=23.4© 1 f C= g 1a�t,t, INV Our 14 $ (EX) __...... 53 LF 15" HDPE I` SLOPE=EX EX. DMH (DM1240) „ `- rOJ� Sri Er RIM=23.50(EX) , r tl ' WASHING TO ) ALLEN MAJOR INV. IN EX PUBLIC - VARIABLE WIDTH i INV. IN=16.50 BLDG + ,� � � ,� ,u �-�l`� :. Nv: ouT _ . � a - �' NNI�® ASSOCIATES, INC. -. _ �._ ", a r �r y W'"' - m.,...--.:..:-tea 4,31 VM / ,�, � --� ,_, � -�•- i W '" "�,,y �r _ _-"-.--------�--«� � _ civil & structural engineering land surveying _ APPROVEDnviro architecture �� m environmental consulting landscape archi e � £ � - `-�" - i✓i �t www a l l e n m a j o r c o m SITE:u 10 Y s P.O. BOX 2118 55 P 0 COMMERCE WA l �j �N WOBURN MA 01888-0118 TEL: (781) 935-6889 N: I WOSIIRN, MA ♦ LAKEVILLE'�3MA 8*6 MANCHESTER, NH .. .r - D I G' SAFE THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC o x MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC { "fir 1 APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE P '°+ MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR { OTHERWISE,ALLEN&MAJOR ASSOCIATES, INC. MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC 4 GRAPHIC SCALE MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF 1, a zD D 10 so 40 so ALLEN&MAJOR ASSOCIATES, INC:S WORK PRODUCT. ,s%4Pir BEFORE YOU DIG DRAWING TITLE: SHEET No. AM CALL DIG OR IN FET GRADING & DRAINAGE PLAN C-103 1-888-DIG-SAFE 1-888-344-7233 inch - zo tt. N:\PROJECTS\2198-01\CIVIL\DRAWINGS\CURRENT\C-2198-01_GRADING & ORAINAGE.DWGCopy gtrt02017A11eo&MajorAseocwa,Inc. AR e�R� d JF II LEGEND c� . etvfic�r � f SEWER MANHOLE �S � . .__ SEWER CLEANOUT SEWER VENT � Cx s � I �`•,� y e' I xsti, SEWER LINE , I cc SEWER FORCEMAIN FM ' ), ;3 CONCRETE PIPE ENCASEMENT ""rygNl', ry fi cr ? i y i� q �.ib. t 7 l^..,.f„ ,�°� `•'' l.�� Ci i"J C'9' i, �* »_ �....,.. „ `" ! rm. E'1 v r• WATER LINE W PLANNINe BOARD (FINAL MANHOLE ' 8 ' WATER (FIRE SERVICE) —W-F f j _W_D APPROVED ( N lw. - , ,i' WATER (DOMESTIC SERVICE) DETERMINED BY SERVICE g,=,, r� ELECTRICAL CONDUIT ;BELOW PROVIDER) �'_ �•° ' \ WATER VALVE p4 SITE PL.�Fe�` ' - wV c GRADE (FINAL LOCATION AND -• HYDRANT SIZE TO BE DETERMINED BY ) " ' SERVICE PROVIDER) - TER REDUCER ► M of - I.. WA LI TIE ELECTRICAL SERVICE --- •I �, � ' GAS LINENS —GAS KEEFNE TO EXISTING HAND HOLE '}---..a " y cv CIVIL PER SERVICE PROVIDERS I 1 ELECTRICAL CONDUIT (FINAL I ` ,i GAS VALVE ra No,41313 STANDARDS I LOCATION AND SIZE TO BE I FIRE SERVICE LINE �'"CaI DETERMINED BY SERVICE 11 SEPTIC/HOLDING TANK ® sTE r (FINAL SERVICE SIZE AND Iq� av I + BY S PROVIDER) LOCAYN TO BE DETERMINED GREASE TRAP 000 (f -�,,`#e r - ,<.. i s, - RVICE PROVIDER) LIGHT FIXTURE ci U� I t I y REPLACE '13LF OF EXISTING OVER HEAD WIRE —OHW PROFESSIONAL *ENGINEER OR ' { , k 12"i'�WATER MAIN WITH NEW ALLEN & MAJOR ASSOCIATES, INC. „<•..y� `04 12 l L" I, USE MECHANICAL UTILILTY POLE T IT g. JO I ITS? (SEE NOTE 4) ELECTRIC MANHOLE/SPLICE BOX SWITCHING STATION s❑ wv > 12" GATE VALVE C 2/27/18 SEWER REVISIONS/PEER REVIEW HAND HOLE HH tcWl, I > 7 "THIRST BLOCK COMMENTS CONDUIT E E ELECTRICAL CON - w I c-sot -E E — B 2/13/18 WATER REVISIONS ch MULTI-FAMILY RESIDENTIAL BUILDING ❑ 12" GATE VALVE LIGHTING CONDUIT c, A 1/31/18 PEER REVIEW COMMENTS 43 x { 'y 1 BUILDING AREA S.F. 4'",CLDI DOMESTIC WATER to �" 5 STORIES RESIDEN11AL OVER SERVICE , � IRRIGATION SLEEVE REV DATE DESCRIPTION w 41y,` e-r c APPLICANT\OWNER: 5J �. 2 STORIES C/ RETAIL I (FINAL SER�/'IC E''SIZE AND ELEC/TELE/CABLE CONDUIT v FFE-EXISTING ELEVATION � ' LOCATION TO BE .;DETERMINED US-DS SALEM JV. LLC x - 7 LF PVO I BYISERVICE "PROVIDER) TELE/CABLE CONDUIT '' — E C/O URBAN SPACES, LLC. TELE/FIRE CONDUIT —T- —T-F. 111 FIRST STREET SMH 1 — I BUILDING SEWER CAMBRIDGE, MA 02141 � RIM=(L 5D 6' NV.OUT=12.15 PROJECT:(SEE PLUMBING PLANS)ANVJ .O NV OUT 11 ; GAS-OIL INTERCEPTOR' r. . �- �. .I �> 4"INV.OUT-12:15 NOTES% : 65 WASHINGTON STREET 7L 4" C.I. (SEE PLUMBING PLANS) " 1 SALEM, MA -2 0%a ONS N RE S- TI THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES A - . •-, ;'1 , � �oP SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S E THE EXISTING HYDRANT TO REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE a;. t" - - EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE �' '. . 2X -' REMAIN UNDISTURBED PROJECT NO. 2198-01 DATE: 10-2617 r DURING CONSTRUCTION COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE �P ( FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY SCALE: V-20' DWG. NAME: C-2198.01 I GAS SERV( THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. - S- ; CF LIN �; � _ WITH GAS VALVE DESIGNED BY: DR CHECKED BY: WK m FINAL SERVICE SIZE { xTS a ( 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE i. .. ! PREPARED BY: _ W AND LOCA ION TO BE ""`� " PROPERTY OF ALLEN & MAJOR ASSOCIATES INC. IT'S INTENDED T .. ... c; DETERMINED BY USE IS TO PROVIDE INFORMATION. ANY ALTERATION MISUSE , , `z ?ul .. _ s 7 JWyc .7: SERVICE PROVIDER r UT THE ., ,•, r= ---- e ) MAJOR f NSENT OF ALLEN ..._........ _. . ..a _ ..._.. ...: _�ry-�.� • �; '' `, ASSOCIATES,2N EXPRESSED, WRITTEN STRICTLY PROHIBITED. .�.m«_,- .....,-�-v .. "_ti. Ndr Ji,tT�,� M4iT7:;r"� 37FTJ7CC7 �N • :,; ii!!�.,"�,, r • to- ;,,W , EE 3. THE CONTRACTOR SHALL CONTACT "DIGSAFE" AND THE CITY OF I I rr k )!,J, ,,. SALEM DEPARTMENT OF PUBLIC WORKS AT LEAST 72 HOURS ALLEN & MAJOR •. V (PUBLIC - VAMA1a'L WIDTI.1) PRIOR TO ANY EXCAVATION WORK TO REQUEST THE LOCATION pq Ah $ u ASSOCIATES, INC. EXISTING UTILITIES.OF THE R:U R DIGSAFE: 1-800-344-7233 civil & structural engineering n ineerin ♦ land surveying ?� t SALEM DEPT. OF PUBLIC WORKS. 1-978-774-3302I0environmental consulting * landscape e wwwallenmajortom 4. THE PROPOSED WATER WORK ON CHURCH STREET TO BE 100 COMMERCE WAY c3 Y- 3. < PERFORMED AT NIGHT. CONTRACTOR TO COORDINATE WITH P.O. BOX 2118 . ._ - I CITY OF SALEM DEPARTMENT OF PUBLIC WORKS. woBURN MA 01888-0118 r tr St*, u TEL: (781) 935-6889 FAX: (781) 935-2896 gam}e4 `t ;t hr r WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH «b 4 k6 �i"* C°€ It it. §! £g• ' DIG SAFE J °i THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC q MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC oM, APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE sF' MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC. MAY REMOVE ALL ii, INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC l= ,Sj, GRAPHIC SCALE MEDIA.PRINTED SPECIFICATIONS ISSUED HALL FONS OF THE R BE CORDCWINGSOPESOF 20 0 to 20 40 80 ALLEN&MAJOR ASSOCIATES, INC•'S WORK PRODUCT. ,`I-T it7!'ebi�"'"' BEFORE YOU DIG DRAWING TITLE: SHEET No. CALL 811 OR ( IN FEET ) 1-888—DIG—SAFE 1 inch = 20 ft. UTILITIES PLAN G-104 1-888-344-7233 N.-\PROJECTS\2198-01\CIVIL\DRAWINGS\CURRENT\C-2198-01_UTILITIES.DWG Copyrght®2077A11en&MajorAssociaf4 be. All Lf Reserved EROSION CONTROL BARRIER GRATE INSTALLED DOWN SLOPE OF ECB PROPOSED STOCKPILE AREA /TREE DRIPLINE METAL STAKE -n 1" REBAR FOR LIFTING o SAWCUT PATTERN AS AND REMOVAL INDICATED ON DRAWINGS I p CONSTRUCTION FENCE DUMP STRAP (2) FINISHED GRADE & I II I PROPOSED STOCKPILE AREA 'V SURFACE CONDITION AS I 1 1 AS SHOWN ON DWGS \ \ ! EDGE OF TREE TRUNK Ll CONCRETE PAVEMENT \\\\\ REFER TO CONCRETE SILTSACK \ / / NOTE: SIDEWALK DETAIL CATCH BASIN STRUCTURE �� i �� 1 CONSTRUCTION FENCE TO BE VISUAL BARRIER FENCE' AS MANUFACTURED BY EXXON CHEMICAL COMPANY ATLANTA, GA; "KONTROL SAFETY FENCE" AS MANUFACTURED BY MIRAFI, CHARLOTTE, N.C. OR APPROVED EQUAL. NOTE: \�� \\\ j �� 2. IF GROUPS OF TREES ARE TO BE PROTECTED, EXTEND FENCE AROUND 1. INSTALL SILTSACK PER �\ \ �' PERIMETER TO CONFORM TO MINIMUM DIMENSIONS FOR TREE ��PROVIDE DRAIN SWALE TO TRUNKS AND DRIPLINE. MANUFACTURER'S INSTRUCTIONS AND -- DIRECT WATER AWAY FROM 6' O.C. (TYP.) METAL POSTS RECOMMENDATIONS. EMPTY OR PROPOSED STOCKPILE AREA REMOVE SEDIMENT FROM SILTSACK NOTES: WHEN RESTRAINT CORD IS NO 1. SOIL AND FILL STOCKPILES EXPECTED TO REMAIN IN PLACE FOR LESS TEMPORARY LONGER VISIBLE. CLEAN, RINSE, THAN 90 DAYS SHALL BE COVERED WITH HAY AND MULCH (AT 100LBS/1,000 CONSTRUCTION AND REPLACE AS NEEDED. SF), OR WITH AN ANCHORED TARP WITHIN 7 DAYS OR PRIOR TO ANY RAINFALL. FENCE 2. SILT SACKS TO BE INSTALLED2. SOIL WHEN THE POTENTIDURING IONAL FORER TIONS OR MORES HALLILBE SEEDED EWITH WINTER RYE R(FIOR FALL EEDINGRATO DAYS TO ENTER EXISTING & PROPOSED 1LB/1,000 SF) OR OATS (FOR SUMMER SEEDING AT 2LB/1,000 SF) AND THEN p BASINS EXISTS, COVERED WITH HAY MULCH (AT 100LB/1,000 SF) OR AN ANCHORED TARP WITHIN 7 DAYS OR PRIOR TO ANY RAINFALL. n>� CONCRETESAVYCUT101NT©ONTROL INLET PROTECTION STOCKPILE PROTECTION TEMP. CONST. FENCE /TREE PROTECTION `)" " � NOTTOSCAM E NIM703CAM 2 NIMTOSCM A 3 Nor M SCAM DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% PSR TOP OF CURB AND TOP OF SIDEWALK OF r 2% OR GRE MUST ALIGN AT ALL LOCATIONS <N ROADWAY VERTICAL GRANITE CURB, wnY A- KEEFNER p / WWF 6X6 W2.9 X W2.9 6" REVEAL, VA-4 •.rte CIVIL No.41313 WIDTH VARIES (SEE PLAN) FINISH GRADE,SEE PLAN FOR �rsTeR�� 2500 PSI CEMENT MATERIALS- 1CN6J_ FILTER FABRIC SECTION A SLOPE SIDEWALK D 1.5% PER FOOT MAX. (TYP.) CONCRETE FULL ,:—x x X x x x x x TYPICAL LENGTH FRONT SIDE 10 4" THICK 4,5 0 PSI CONCRETE 0 28 DAY STRENGTH PAVEMENT NOTES HAYBALE OR SAND BAGS, OR � 77 „ SECTION ;;I ,tr TOP COURSE PROFESSIO L E GINEE R CONTINUOUS BERM OF 17” 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION SPILLWAY " BINDER COURSE EQUIVALENT HEIGHT—,,,,, 8 GRAVEL BASE.„..:,.. •:; "'.` •.,;'.,`ia, ALLEN & M JOR ASSOCIATES, INC. THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT6” ONTO PUBLIC RIGHT—OF—WAYS. THIS MAY REQUIRE TOP 12 DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES WATER SUPPLY TO WASH USED TO TRAP SEDIMENT. WHEELS (IF NECESSARY) I } 1 I 'EXISTING SUBGRADEz 10 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR FLOW o0 TO ENTERING THE PUBLIC RIGHT—OF—WAY. � `off 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN20R � SEE 6" 6„ 6GRANULAR 6,> ,. AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO CURBING DETAIL AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. A A- �. nfi, ��, (MIN) REV DATE DESCRIPTION a :< , 4. USE SANDBAGS, HAYBALES, OR OTHER APPROVED ¢0 2"-3" COURSE AGGREGATE 12' (MIN.) NO SEDEWALK TO HAVE TOOLED JOINTS INA 5' x 5' (TYP.) APPLICANT\OWNER: METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED. c MIN OF 6 THICK GRID WITH EXPANSION JOINTS 15' ON CENTER AND COMPACTED SUBGRADE OR US-DS SALEM JV. LLC PREMOLDED FILLER. UNDISTURBED MATERIAL C/O URBAN SPACES, LLC. 2. TOOLED JOINT 6 FROM FACE OF CURB 111 FIRST STREET DIVERSION RIDGE PLAN 3. SEE PLAN FOR ELEVATIONS AT CURB CAMBRIDGE, MA 02141 4. SIDEWALK CROSS SLOPE TO BE 1.5% MAX & SIDEWALK LONGITUDINAL RUNNING SLOPE TO BE 4.5% MAX, TYP. PROJECT: TEMPORARYCONSTRUCTIONENTRANCEJE ff 65 WASHINGTON STREET I=m WIMA 5 CONCRETE SIDEWALK VERTICAL GRANITE CURB NOTTD� 6 NOT OSCALE SALEM, MA NOTE: 0 PROJECT NO. 2198-01 DATE: 10-26-17 TACK COAT – PROVIDE EMULSIFIED ASPHALT WHICH CONFORMS TO THE ° REQUIREMENTS OF THE STATE SPECIFICATIONS, DILUTED WITH ONE PART A ° 7' SCALE: AS SHOWN DWG. NAME: C-219801 WATER TO ONE ONE PART ASPHALT FOLLOWING AASHTO M140/ASTM D997, (MIN) STEEL BOLLARD CAP OR AASHTO M208/ASTM D2397, SS-1H, CSS-1, OR CSS-1H. 0 DESIGNED BY: DR CHECKED BY: WK GRANULAR BASE COURSE PER GEOTECH REPORT B0 PREPARED BY: 0 6"0 SCH 40 STEEL PIPE–\ 0 FILLED WITH CONCRETE (3000 PSI) PAINT oz SAW CUT EDGES CLEAN JOINT OF ALL DEBRIS SUBGRADE COURSE PER GEO–TECH REPORT, C 2'4" 0 90' CUT OPTION REFLECTIVE YELLOW d v AND PROVIDE TACK COAT (MIN) 1" ° *IN LEDGE DRILL FINISHED GRADE (MIN.) NOTES` ° & GRF TQ A ALLEN & MAJOR 1. SURFACE COURSE, BASE, AND SUBGRADE SHALL BE PER GEOTECHNICAL MIN OF 2' 4. ° PROPOSED TOP COURSE ENGINEER'S RECOMMENDATIONS FOR LOCAL SOILS OR DRAINAGE a i� � i I� CONDITIONS AND/OR METHODS. 3'125" ASSOCIATES INC EXISTING BASE COURSE PROPOSED �'RASE ; QU,RSE " 2. SUBGRADE SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY (AS a ° 3000 PSI < ' 4 civil & structural engineering * land surveying DETERMINED BY ASTM D1557). 164 CONCRETE BASE v B 3. COORDINATE PAVEMENT DETAIL WITH GEOTECHNICAL ENGINEER. 1 1.25" A. oz environmental consulting landscape architecture EXISTING GRAVEL BASE ' PR P D RAV I www . a 1 1 e n m a j o r . c o m `Ja f` I 'i STANDARD DUTY PAVING STANDARDSK�JPOST a° `O" 100 COMMERCE WAY Nor LP NOTES:TO SCA °. P.O. BOX 2118 r A= 1.5 ASPHALT CONCRETE — SURFACE COURSE (M.3.11.0, TABLE A, TOP COURSE) —ALL EXPOSED PIPE SHALL BE + WOBURN MA 01888-0118 1.5" ASPHALT CONCRETE — BINDER COURSE (M.3.11.0, TABLE A, BINDER COURSE) PAINTED WITH CATALYZED EPDXY ° TEL: (781) 935-6889 SEE STANDARD 12" MIN. PAINT. (COLOR AS DIRECTED ° : ° : x Z FAX: (781) 935-2896 LENGTH: AS REQUIRED B= 4 BASE COURSE (MHD 2.01.7) WEIGHT PER LF: 2.50 LBS (MIN) Mp— WOBURN, MA • LAKEVILLE, MA • MANCHESTER, NH PAVEMENT DETAIL BY ENGINEER) C= 12 SUBBASE COURSE (MHD 1.03.0, TYPE B) HOLES: > DIAMETER, 1" C—C FULL ° THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. LENGTH –A BITUMASTIC COATING 6" < „ CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE HEAVY DUTY PAVING STEEL: SHALL CONFORM TO ASTM SHALL BE APPLIED TO ALL (MIN.) PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC A= 2" ASPHALT CONCRETE — SURFACE COURSE (M.3.11.0, TABLE A, TOP COURSE) A-499 OR ASTM A-576 PIPE BELOW GRADEI MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC 2" ASPHALT CONCRETE — BINDER COURSE (M.3.11.0, TABLE A, BINDER COURSE) FINISH: SHALL BE PAINTED WITH 2 1'-6" APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE COATS OF AN APPROVED MEDIUM (MIN.) MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR GREEN, BAKED ON OR AIR DRIED, OTHERWISE,ALLEN&MAJOR ASSOCIATES, INC. MAY REMOVE ALL B= 6" BASE COURSE (MHD 2.01.7) INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC C= 15" SUBBASE COURSE (MHD 1.03.0, TYPE B) PAINT OF WEATHER RESISTANT QUALITY. MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF PAVEMENT KEY CUT oSTANDARD/HEAVY DUTY BITUMINOUS PAVEMENT 9 SK;I POSTS FDOFD PIPE BOLLARD AT TRANSFORM"/ 1 1 \ ALLEN&MAJOR ASSOCIATES, INC.'S WORK PRODUCT. Nm'1'0�E NOTTo� NOTTOSCALE �v NOT OSCALE � � DRAWING TITLE: SHEET No. CIVIL DETAILS C-501 N:\PROJECTS\2198-01\CIVIL\DRAWINGS\CURRENT\C-2198-01–DETAILS.DWG C"pyright02017=js&MeJwAssocares, ne. A1112igLLc Reserved VARIES 24" 0 MANHOLE FRAME & COVER TO BE COVER TO BE NEENAH LETTERED DRAINZino FOUNDARY R-1720-A, H-20 "DRAIN" (3" HIGH) LOADING (OR APPROVED EQUAL) w EQUIPMENT PAD w � BRICK SET IN FULL MORTAR ADJUST TO GRADE WITH TRANSFORMER " Z rz Of 6 CONCRETE SLAB o w BED OR PRECAST CONCRETE (LENGTH AND v RINGS MAX 12" ADJUSTMENT WIDTH VARY) w 12" 4" TRANSFORMER WIDTH 6x6—W2.9xW2.9 N MIN. MIN WWM 5" REINFORCED CONCRETE 4,500 P.S.I. (MIN.) N STEPS 0 ALUMINUM MANHOLE SECTIONS 2„ a ° ° < ° STRENGTH N 12" O.C. CONFORMING TO ASTM C478. •d. STEEL REBAR PER ASTM 'O •. ° ° A1064/A1064M NON—SHRINK T MORTAR L3 0.10' MORTAR JOINT (TYP.) FILL w o MIN IN AROUND ¢ v NVERDRAIN PIPE (DIAMETER PIPE m w IN INVE VARIES) `r STONE FILA . . _ u1 N UTSIDE DIAMETER PLUS 2 INCHES �a IM2.01.4 GENERATOR WIDTH PLUS 2'-8" NOTE: CRUSHED NOTES: 1. THE MANHOLE, INCLUDING ALL COMPONENT PARTS, SHALL HAVE ADEQUATE PLANNING ®J�+�® SPACE AND STRENGTH QUALITIES CONSIDERED NECESSARY FOR THE INTENDED 1. REFERENCE MECHANICAL/ELECTRICAL ENGINEER'S PLANS FOR ANY PIPE, SERVICE. SPACE REQUIREMENT AND CONFIGURATIONS SHALL BE AS SHOWN ON THE CONDUIT AND GROUND WIRE LOCATIONS. DRAWING. THE COMPLETE STRUCTURE SHALL BE OF SUCH MATERIAL AND QUALITY APPROVED .- 2. CONCRETE PAD AND BOLLARDS SHALL BE INSTALLED PER UTILITY PROVIDER AS TO WITHSTAND (H-20 LOADING) WITHOUT FAILURE. REQUIREMENTS. SITE PLAN PRECAST DRAIN MANHOLE TRANSFORMER PAD NOT USED NOT TO SCALE WTTOSCA' NOTTOSCALE NOTES: of SECTION UNDER ROADWAY OR SIDEWALK SECTION UNDER GRASS A' NE A. 1. MINIMUM BURIAL DEPTH (FINISH GRADE TO TOP OF PIPE) �K CIVIL GRAVITY PIPE (SEWER & DRAIN) - SEE PLAN OR PROFILE UTILITY IDENTIFICA7TAPE No.41313 PRESSURE PIPE UNDER PAVING — 4' ROADWAY OR SIDEWALK PRESSURE PIPE BENEATH UNPAVED — 3' (NOTE 5) LANDSCAPINGcl � WATER PIPE — 5' 2. WHERE BACKFILL IS DESIGNATED AS COMPACTED, THIS MEANS 90 TO 95% STANDARD PROCTOR. AASHTO T-99. ALL FILL PLACED C PAVEMENT BASE UNDISTURBED MATERIAL BELOW PIPES AND STRUCTURES MUST MEET THIS REQUIREMENT. COURSE PROFESSIONA EN EER FOR 3. TRENCHES WITHIN PUBLIC RIGHT OF WAY MAY REQUIRE PLOWABLE ALLEN & MAJOR ASSOCIATES, INC.MINIMUM BURIAL FILL. VERIFY WITH MUNICIPAL ENGINEER. COMMON FILL AND DEPTH — SEE NOTE 1 4. WHERE WASTE FILLS ARE ENCOUNTERED AT SUBGRADE LEVEL FOR ON—SITE FILL MATERIAL (FINISH GRADE TO NEW UTILITIES, THE FILL SHOULD BE OVER—EXCAVATE, THE GEOTECHNICALLY TOP OF PIPE) SUBGRADE SHOULD BE RE—COMPACTED, AND BACKFILL CONSISTING SUITABLE FOR REUSE OF PIPE BEDDING MATERIAL, CRUSHED STONE OR OTHER SUITABLE ON—SITE AS BACKFILL GRANULAR FILL SHOULD BE PLACED TO A SUFFICIENT DEPTH TO CREATE A FIRM AND STABLE SUBGRADE (TYPICALLY 12 TO 18 3/4" CRUSHED STONE INCHES OVER—EXCAVATION). BEDDING USED FOR RCP, 6„ HDPE, PVC AND DI PIPES. REV DATE DESCRIPTION 5. REFER TO PAVING, CURBS, WALKS AND DRIVEWAY DETAILS. OTHER MATERIALS PER MANUFACTURER APPLICANT\OWNER: 6. REFER TO LANDSCAPING DETAILS. RECOMMENDATIONS 6" MIN. IN EARTH US-DS SALEM JV. LLC FILTER FABRIC USE I 12" MIN. IN ROCK C/O URBAN SPACES, LLC. SOIL TYPE 111 FIRST STREET FILTER FABRIC PIPE DIAMETER SILT OR CLAY GRANULAR SOIL (SEE TABLE) CAMBRIDGE, MA 02141 PROJECT: ABOVE GROUND FILTER FABRIC FILTER FABRIC WATER NOT REQUIRED NOT REQUIRED __ 65 WASHINGTON STREET BELOW GROUND FILTER FABRIC FILTER FABRIC NOT USED NOTTOSCAUE 5 SALEM, MA WATER REQUIRED NOT REQUIRED TRENCH SECTION ,4 NOT TO SCALE NOTTO SCALE PROJECT NO. 2198-01 DATE: 10-26-17 SCALE: AS SHOWN DWG. NAME: C-2198-01 MINIMUM THRUST BLOCK BEARING AREAS DESIGNED BY: DR CHECKED BY: WK p j CONCRETE 2 - PIPE 90' BEND 45' BEND 22.5' BEND TEES, PLUGS, CAPS & 0�'�C' THRUST PREPARED BY: DIAMETER (SQ. FT.) (SQ. FT.) (SQ. FT.) HYDRANTS (SQ.FT.) �J��`' BLOCK *0A " ��F EXISTING WATER MAIN 6 5 3 3 4 �p O WATER MAIN 8" 9 6 3 9 10" 13 7 4 12 12" 20 10 5 16 0 SOFT CLAY 4 BEND ANGLE ALLEN & MAJOR SAND 2 VARIES \ SAND & GRAVEL 1.33 PLAN ELEVATION MECHANICAL JOINT `PROPOSED SHALE 0.4 TAPPING SLEEVE WATER MAIN ASSOCIATES, INC. CONCRETE MECHANICAL JOINT/ civil & structural engineering ♦ land surveying NOTES: PLACE MASONRY BLOCK PUSH—ON JOINT w BLOCKY FRAME UNDER ACCESS TAPPING VALVE environmental consulting • landscape architecture 1. ALL WATER MAIN FITTINGS, BENDS, TEES, PLUGS ETC. SHALL BE RESTRAINED W/ m www . a 1 1 e n m a j o r . c o m FLAG ROCK *THRUST PIPE ON COMPACTED THRUST BLOCKS EXCEPT WHERE NOTED. woFILL. DO NOT REST VALVE BOX OR VALVE 100 COMMERCE WAY 2. ALL THRUST BLOCKS & COLLARS SHALL BE INSTALLED SO THAT THEY BEAR PLUG P.O. BOX 2118 ON VALVE INDICATOR AS REQ'D AGAINST UNDISTURBED EARTH. o o TEE WOBURN MA 01888-0118 3. SIZE OF CONCRETE THRUST BLOCKS SHALL BE AS NOTED BELOW. n (n PROPOSED TEL: (781) 935-6889 4. MINIMUM COMPRESSIVE STRENGTH OF THRUST BLOCK CONCRETE SHALL BE WATER MAIN FAX: (781) 935-2896 3,000 P.S.I. WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH 5. KEEP CONCRETE CLEAR OF MECHANICAL JOINTS. WATER MAIN6. THE BELOW PREDICATED ON A WATER PRESSURE OF 225 PSI AND A SOILTHIS DRAWING HAs BEEN PREPARED w ELECTRONIC FORMAT. LSOCKET CLAMPS AND CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE RESISTANCE OF 2000 PSF (TILL). FOR OTHER SOILS THE VALUES IN THE ABOVE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC TABLE SHALL BE MULTIPLIED BY: TIE RODS MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC 7. ALL CAST-IN-PLACE THRUST BLOCKS SHALL BE FORMED UP WITH PLYWOOD SO PLAN ELEVATION APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE THAT CONCRETE IS NOT CAST AROUND FITTINGS OR MECHANICAL JOINTS. EXISTING WATER MAIN MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES, INC. MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN&MAJOR ASSOCIATES, INC!S WORK PRODUCT. DRAWING TITLE: SHEET No. � DvTHBL TAPPING SLEEVE GS DoSCALE �n1 CIVIL DETAILS C-502 N:\PROJECTS\2198-01\CIVIL\DRAWINGS\CURRENT\C-2198—O1—DETAILS.OWG Copyright©2017A7len&MajorAzwiate,Inc. A!! L•Reserved TILE TECH OR APPROVED EQUAL, 2" THICK DETECTABLE WARNING PAVERS TO CONTRAST VISUALLY WITH ADJOINING SURFACES. 2" X 11.75" X 11 .75" CONCRETE PAVER. 7.5% MAX SUBMIT SHOP DRAWING AND SAMPLE FOR APPROVAL OF a ' SLOPE COLOR. SET FLUSH WITH ADJACENT CONCRETE. SEE 1.5% MAX DETECTABLE WARNING PAVERS DETAIL. UP LOPE 4.5% MAX r, "`' " 4.5% MAX a SLOPE 'a' 6 1.5% MAX SLOPE SLOPE ALL SCOP 1.5% MAX DIRECTIONS SLOPE 1.5% MAX- l yI e{,3{. _ n.•3Yt"4 ai?Jh �$f:Its r . 6" .., , 24" --4.5% 'MAX "Q01 .,�:� �"� ,ut x CURBING PER VARIES SLOPE ��IIS,._. .,,;. PLANS CURBING PER SEE PLAN SEE 6„ 7.5% MAX PLANS 5' (MIN N e. F� CURBING PER SLOPE SEE PLAN SLOPE CURBIN PLAIN CEMENT VARIES PLANS 3.3' MIN. TO MATCH GUTTER CONCRETE SEE PLAN DETECTABLE THHEEDIMENSIONS SHOWN AT ROADWAY EDGE ARE FIXED DISTANCES. WARNING PAVERS 1.5% Ax 2' MIN 1. RAMP CROSS SECTION TO BE THE SAME AS ADJACENT SIDEWALK; I.E. DEPTH of SURFACE AND FOUNDATION. SURFACE 2" DETECTABLE 2. PORTLAND CEMENT CONCRETE RAMPS ARE TO BE TEXTURED BY GROOMING IN A DIRECTION PARALLEL TO THE WARNING PAVERS rTYPICAL ROAD WAY, LENGTH OF THE RAMP. SECTION 6" CONCRETE 3. IN NO CASE ARE THE RAMPS TO BE PLACED BEHIND THE STOP LINE. SECTION VIEW 8" GRAVEL BORROW 4. THE RAMP SIONS ARE LOCATIONS SUBJECT IMPR IMPRACTICAL CHANGE UNSAFE.THE COFIELD NSULT CIVILEXISTING ENGINEER PRIORAPPURTENANCES OR AKINGNDITINS WILL MAKE ANYOMODIFICATIONS. WHEELCHAIR RAMP NOT USED L NOT TO SCALE O NOT TO SCALE 3/4" LACING RODS I 10 0' NOTE �:- ---_ -- 7� t, CATCH BASIN 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHERE cN OF ' COVER AND GRATE APPLICABLE. WAYNE A. GRADE ADJUSTERS 2. THE COVER SHOULD BE POSITIONED OVER THE 24"0 OUTLET RISER PIPE AND �KEEFNER , 1. 8.0 CIVIL TO SUIT FINISHED THE 6„0 OIL PORT. No,41E13 GRADE q 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OF THE FOLLOWING EYE BOLT i , I `� 24" • oo U.S. PATENTS: #4985148, #5498331, #5725760, #5753115, #5849181. c/sTeR�� 2 NUTS PER BOLT j , i 4. CONTACT A CONCRETE PIPE DIVISION REPRESENTATIVE FOR FURTHER DETAILS /cwL adv Z NOT LISTED ON THIS DRAWING. < " 4"0 PVC PIPE V MECHANICAL JOINT oo r „ i 8 I - 5. CONTRACTOR TO PROVIDE SHOP DRAWING FOR APPROVAL PRIOR TO PURCHASE GATE OR FITTING w I` 7.16 0 1 MIN. 15" HIGH � AND INSTALLATION. I ';I W/ 4 CAP a SEE NOTE 2 PROFESSIONAL 'ENGINEER OR i. NTSERMCEPTOR ALLEN & MAJOR ASSOCIATES, INC. T W PIPE SEM No. LACING RODS �' 4"0 OIL 4", 6" & $" 2 - 3/4" ' i` OUTLET Q PORT ' • TLET 4"0 OU 16" 4 - 3/4" ' RISER PIPE * STANDARD LENGTHS ARE 6' & 10'. COUPLINGS MAY BE USED FOR LONGER PLAN n y LENGTHS. NOT TO SCALE A 1/31/18 PEER REVIEW COMMENTS NOTES: " v REV DATE DESCRIPTION 1. NUMBER OF LACING RODS IS BASED ON MAXIMUM PRESSURE OF 125 P.S.I. GENERAL NOTES: CONCRETE: DOWNPIPE OUTLET APPLICANT\OWNER: IN MAIN. 1. ALL DRAINAGE STUCTURES SHALL BE PRECAST CONCRETE. (REMOVEABLE) US-DS SALEM JV. LLC 2. 28 DAY COMPRESSIVE STRENGTH FIE = 5,000 PSI STEEL REINFORCEMENT: 4"0 OUTLET C 0 URBAN SPACES, LLC. 2. EYE-BOLTS AND LACING RODS ARE TO BE FABRICATED FROM A-36 STEEL. ASTM A-615, GRADE 60, ASTM A-185, GRADE 65 RISER PIPE / 3. COVER TO STEEL - 1" MINIMUM 111 FIRST STREET 3. STEEL LACING RODS SHALL HAVE A YIELD STRESS OF NOT LESS THAN 4. DESIGN LOADING-AASHTO HS-20-44 LIVE LOAD 8" 48"0 5" INSERT TEE HERE CAMBRIDGE, MA 02141 36,000 P.S.I. 5. EARTH COVER - 0 TO 5 FEET MAX. 6. CONSTRUCTION JOINT - FLAT • $ • (TEE OPENING TO PROJECT: 4. EYE-BOLTS SHALL HAVE A MINIMUM TENSILE STRENGTH OF 7,000 LBS. EACH. 7. APPROXIMATE WEIGHTS TOP SLAB ® 2.50 TONS 6' BASE SECTION ® 3.50 FACE SIDE WALL) MECHANICAL JOINT LACING TONS. SECTION THRU CHAMBER PLAN VIEW � STORMCEPTORSTC450i n 65 WASHINGTON STREET NOT TO SCALE WATER RIM=VARIES FRAME AND COVER TIGHT FINISHED GRADE NOT To SCALE SALEM, MA MORTAR FILL AROUND CONCRETE COLLAR PIPES, TYP.z Z TOP OF DRYWELL w ELEV.=VARIES PROJECT NO. 2198-71 DATE: 10-26-17 12„ INV.=20.78 SCALE: AS SHOWN DWG. NAME: C-2198-01 INLET FROM HOpF P/Pe O O O DESIGNED BY: DR CHECKED BY: WK O O O O O O 12� WQU-1 O HppE PREPARED BY: INV.=20.78 0 0 DMH OUTLET TO �? OO OO OO OO OO 5, CLEAN, CRUSHED, ANGULAR NO. 4 BOT. OF I ` =,1 (AASHTO 43) PLANNING BOArib DRYWELL I 12"" QO OO QO QO QO STONE OR �t ELEV.=16.70 I APPROVED EQUAL APPROVED ALLEN & MAJOR BOTTOM OF .STONE SITS N IATES INC. PLA i I ELEV.=16.20 ASSOCIATES,C Rw I ----^- ` - civil & structural engineering • land surveying w p I �_ environmental consulting ♦landscape architecture Z tr W I I FILTER FABRIC www a l l e n m a j o r c o m I TO BE AASHTO Z I I M288 CLASS 2 100 COMMERCE WAY Nip I P.O. BOX 2118 00 ? i NON-WOVEN : ��^. �� WOBURN MA 01888-0118 M w p o I I GEOTEXTILE. ALL C TEL: (781) 935-6889 o C-4 I AROUND CLEAN, FAX: (781) 935-2896 k - q CRUSHED, FES 01201 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH M= I i ANGULAR STONE. 1 '.' c DEPT.OF PLANNING & THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. ----. ----------==---=- EXISTING COMMUNITY DEVELOPMEN CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE _ PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC UNDISTURBED UNDIST R APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL ELEVATION INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND PRECAST DRYWELL SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF NOT TO SCALE ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. DRAWING TITLE: SHEET No. DRY WELL CYLINDRICAL 9 DIAMETER NOT TO SCALE CIVIL DETAILS C-503 N:\PROJECTS\2198-01\C/l/IL\DRAW/NGS\CURRENT\C-2198-01_DETAILS.DWG C"py ig8t©20J7AlIen&MryforAssoc etas,Jnc. A11P ls Reserved LEGEND DECIDUOUS TREE EVERGREEN TREE FLOWERING TREE SHRUBS ® ® a @ 0 1 TOPSOIL FOR LAWN, TREES, O L-501 MULCH BED SHRUBS, & PERENIALS 4 SHRUB PLANTING DETAIL . PERENNIALS/GROUNDCOVER L-501 WILDFLOWER SEED MIX 3CR EROSION CONTROL SEED MIX 31M AA 3HY zooji TC <7 43VM AF LOAM & a�t 3AA C ,I` �, 4HY � , _� „ �' 175VM m 2RR n ilk, 9RR (7 4AA r i SOD TY 3RP LOAM & �� II li�l I��;°� } �' h., ,;, a� „j�� D PLANTING SCHEDULE—TREES, SHRUBS, GROUNDCOVERS & PERENNIALS OF LOAM P. , SAF �WAYNE A. k g �,1 KEEFNER CIVIL w t �,ii , ;pis i' , 4PG {,i,i t , N0.41313 i ' t vI ,iir o�r n 34pPT VAT 100L FC R� IST DECIDUOUS TREES , . 'G SIM KEY QUANTITY BOTANICAL NAME COMMON NAME MIN. SIZE SPACING COMMENTS 8AT '�, r � :r74 3RR 2 "EVFGRE N EE QEIAIL „ ”' AMELANCHIER G. 'RAINBOW RAINBOW PILLAR ^1 r , �#,f>: , � AA 8 10-12' HT. AS SHOWN MULTI-STEMMED 31N t i07 f E << {> ,; , „ i t i 331 , : 3 k ral,,'r : MA PILLAR' SERVICEBERRY PROFESSION L R GINEINC. 6AD ' ;; ALLEN & M JO ASSOCIATES, I' IDE111T�/ SUIC�11� 3: ACER FREEMAN// 'AUTUMN $wl ;A, "'4"1 REAI ��7��'��'�j�,p`�3;11i1i ��i',i11'+Ili"�IE,��i�;', �I, � � � �Iafal• AF 6 BLAZE, AUTUMN BLAZE MAPLE 2.5-3 CAL. AS SHOWN B&B 14HL I II ' S:STORI `,RESIDEN7141-Q11 , l��f 'GREEN PILLAR FASTIGIATE „ riil��„li QP 2 QUERCUS P. 'GREEN PILLAR' 2.5-3 CAL. AS SHOWN B&B 3RR P 2 81OR15 �aARA JI. OAK 8AT FFE+rEXITING EE1/ATIQN TC 4 TILIA CORDATA "GREENSPIRE" G E SPIRE' LITTLELEA 3"-3.5"' CAL. AS SHOWN B&B 81M „ LINDEN N a F v ° � ' � EVERGREEN ERGRE TREES TOPSOIL FOR LAWN, TREES, 1 ` , s, , i� I 1 ;,� „Iii 9 IN 3 ILEX 'NELLIE STEVENS' NELLIE STEVENS HOLLY 7-8' HT. AS SHOWN B&B SHRUBS, & PERENIALS L-501 �� i t„ i , , �III� ' il( 8AT : u, 1 ,. o ;i �ilq�l�(�, , LI REV DATE DESCRIPTION 3RP �l.3TG s ; ,I , rel if*fI E,¢'" � 'Is � � � � �� 4 s t t ! , t Ii{, n iiI ,((i� iN'+li SHRUBS .-: •o--.-w.-. ` 46PT SHY ��(, lifEt, #,` ` ' �,'° a, i,a , ), ,� ,, �in�� APPLICANT\OWNER: � , �� ' ';_�� tip' ', I ` ' AZALEA DELAWARE VALLEY WHITE AD 6 'DELAWARE VALLEY WHITE' AZALEA #7 AS SHOWN POT US DS SALEM JV. LLC ARIEGATED RED TWIG C/O URBAN SPACES, LLC. �I'l�i�}'>:.`.i� bl i �1 ?;i;ii '�� . ,ttr,�t}f",i,I f, �iliii"'t '°`. ' ClCI 12 CORNUS ALBA 'IVORY HALO' WOOD #7 AS SHOWN POT I F F 1, , ,, ,,,, 111 FIRST STREET SHRUB PLANTING DETAIL" 4 • , to i HY 16 HYDRANGEA A. 'INCREDIBALL" NOCRED BALL HYDRANGEA 7 AS SHOWN POT CAMBRIDGE, MA02141 � X � i , � a � = i„Oji n l.il i # IG 8 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY #5 AS SHOWN POT PROJECT: --v~ — —- ILEX MESERVEA PLANT 1 MALE IM 19 :BLUE PRINCE' (MALE) BLUE PRINCESS HOLLY 3'-3.5' HT. AS SHOWN FOR EVERY 10 65 WASHINGTON STREET BLUE PRINCESS' (FEMALE) FEMALE aacen, = 2SJ SEP 11 LS RHODODENDRON RHODODENDRON SALEM, MA * IG SPO 8P0 41G RR 19 'SCINTILLATION' SCINTILLATION TC � 2.5'-3' HT. AS SHOWN POT TC SEP 25VM 25VM TC 1 TOPSOIL FOR LAWN, TREES, RODODENDRON 'PERCY PERCY WISEMAN SHRUB PLANTING DETAIL 4 2QP L-WI SHRUBS, & PERENIALS RP 6 WISEMAN' RHODODENDRON 2.5'-3' HT. AS SHOWN POT L-501 SPIRAEA JAPONICA 3 DECIDUOUS TREE PLANTING Si 4 JAPANESE SPIREA #5 AS SHOWN POT PROJECT NO. 2198-01 DATE: 10-26-17 - - L-501 DETAIL LITTLE PRINCESS + �-+ TG 6 TAXUS X MEDIA 'GREENWAVE' DENSE YEW 2'-2.5' HT. AS SHOWN B&B SCALE: 1" -2U DWG. NAME: C-2198-01 Y A49H / Y GTO STREET PERENNIALS/GRASSES DESIGNED BY: BCD/ DR CHECKED BY: WK (PUBLIC - VARIABLE WIDTH) AT 32 ASTILBE ARENDSII 'FANAL' ASTILBE #2 18" O.C. STAGGERED PREPARED BY: EP 16 ECHINACEA PURPUREA 'KIM' KIM'S KNEE HIGH #2 18" O.0 STAGGERED KNEE HIGH' PURPLE CONEFLOWER HL 39 HOSTA 'LUNA MOTH' LUNA MOTH HOSTA #2 24" O.C. STAGGERED LS 11LEUCANTHEMUM SUPERBUM SNOW LADY SHASTA DAISY #2 18" O.C. STAGGERED 'SNOW LADY' GENERAL NOTES. PO 16 POLEMONIUM R. 'STAIRWAY STAIRWAY TO HEAVEN #2 18" O.C. STAGGERED ALLEN & MAJOR TO HEAVEN JACOB'S LADDER 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE PT 80 PACHYSANDRA TERMINALIS PACHYSANDRA QT. 12" O.C. STAGGERED ASSOCIATES, INC.I WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS civil & structural engineering • land surveying REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL VM 268 VINCA MINOR MYRTLE QT. 12" O.C. STAGGERED environmental consulting ♦landscape architecture EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY www . a 1 1 e n m a j o r . c o m RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE 100 COMMERCE WAY CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL P.O. BOX 2118 UNDERGROUND UTILITIES. J WOBURN MA 01888-0118 TEL: (781) 935-6889 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & MAJOR FAX: (781) 935-2896 ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. ANY ALTERATION, WOBURN, MA • LAKEVILLE, MA ♦ MANCHESTER, NH MISUSE, OR RECALCULATION OF INFORMATION OR DATA WITHOUT THE EXPRESSED, DIG SAFE WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC 0 3. ALL LANDSCAPED AREAS WITH SHRUBS, TREES, AND PERENNIALS TO HAVE 2 FEET MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC MINIMUM DEPTH OF TOPSOIL. TWO FEET OF TOPSOIL AROUND TREES AND SHRUBS APPLICATION TO THIS PROJECT. DU E TO THE POTENTIAL THAT THE DOES NOT INCLUDE AMENDED PLANTING SOIL WITHIN TREE / SHRUB PIT FOR FULL MAGNETIC INFORMATION MAYBE MODIFIED UNINTENTIONALLY OR DEPTH OF ROOTBALLS. SEE PLANTING DETAILS FOR PLANTING DEPTH AT SHRUBS AND OTHERWISE,ALLEN&MAJOR ASSOCIATES, INC. MAY REMOVE ALL TREES. ALL AREAS OF LOAM AND SEED TO HAVE 6" MINIMUM DEPTH OF TOPSOIL. INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC � � �PI-IIC' SCALE MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND TOPSOIL TO BE TESTED BY CONTRACTOR, AND APPROVED BY A&M PRIOR TO PURCHASE SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF AND OR PLACEMENT. GENERAL CONTRACTOR, DEMOLITION CONTRACTOR, AND 20 o 10 20 +o 80 ALLEN&MAJOR ASSOCIATES, INC.'S WORK PRODUCF. LANDSCAPE CONTRACTOR TO COORDINATE PROPER DEPTH OF EXISTING MATERIAL BEFORE YOU DIG REMOVAL ACROSS SITE SO THAT 2 FEET MINIMUM AND 6" MINIMUM DEPTHS OF DRAWING TITLE: SHEET No. CALL 811 OR PROPOSED TOPSOIL NOTED ABOVE ARE MET AT NO ADDITIONAL COST TO OWNER. SEE IN FEET 1-888—DIG—SAFE TOPSOIL DETAIL. 1 inch = 20 ft. LANDSCAPE PLAN L-101 1-888-344-7233 N.\PROJECTS\2198-01\CIVIL\DRAWINGS\CURRENT\C-2198-O1-LANDSCAPING.DWGC"nyngbtC2o'7AIle&RMa4,--"s-aresInc. SEED. SEE REMOVE ARBORKNOT AFTER ONE LANDSCAPE PLAN FOR NOTES GROWING SEASON LANDSCAPE NOTES: TYPE ARBORKNOT BY DEEP ROOTS OR 1 . ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF SALEM, APPROVED EQUAL 1 . TREES SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE II I l�J I J I OFFSITE COMPACTED TO NURSERY OR FIELD GRADE. ROOT FLARE SHALL BE 2" ABOVE MA. FINISH GRADE. REMOVE SOIL FROM TRUNK FLARE OF TREE TO SCREENED DETERMINE ACTUAL TOP OF ROOTBALL AREA. 2• PLANTING PLAN IS DIAGRAMMATIC IN NATURE. FINAL PLACEMENT OF PLANTS TO BE TOPSOIL 3" BARK MULCH IN SAUCER APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD. GENERAL NOTE (NO STONES 3 ABOVE LARGER PLANT SAUCER, 4' CONTINUOUS WITH 2. INSTALL THREE GUYS PER TREE; EQUALLY SPACED AROUND BALL. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES, ANY FOR DEPTHSTHAN „ BARK MULCH PERMITTING AGENCIES, AND 'DIG-SAFE" (1 -888-344-7233) AT LEAST 72 HOURS IN COMPACTED WARNING FLAG 18" ABOVE FINISH 3. ATTACH GUYS AT 2/3 HEIGHT OF TREE. ADVANCE OF ANY WORK THAT WILL REQUIRE EXCAVATION. CONTRACTOR SHALL NOTIFY THE SUBGRADE SOILS. � GRADE 4. BACKFILL WITH PLANTING MIX. PLANT MIX TO BE: 50% NATIVE TOPSOIL, OWNERS REPRESENTATIVE OF NAY CONFLICTS IN WRITING. FINISH GRADE 20% COMPOST (LEAVES & ORGANIC MATERIAL, NO ASH) 20% PEAT 4. NO PLANT MATERIAL SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS MOSS, 10% SAND. BEEN COMPLETED IN THE IMMEDIATE AREA, ANY TREES NOTED AS "SEAL OR SELECTED SET ANGLE OF GUYS TO ENTER 5. ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER WHEN SPECIMEN" SHALL BE TAGGED AND SEALED BY THE LANDSCAPE ARCHITECT. TEXTURE CLASS % OF TOTAL WEIGHT GROUND AT LIMIT OF BRANCH PLANT HOLES ARE 50% FILLED AND WATER THOROUGHLY AT SAND 45% - 65% COMPLETION, 5. ALL TREES SHALL BE BALLED AND BURLAPPED (B&B) UNLESS OTHERWISE NOTED OR SILT 15% - 35% APPROVED BY THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. CLAY 5% - 20% STEEL EYE STAKES BY DEEP ROOTS OR APPROVED EQUAL 6. CONTRACTOR SHALL VERIFY QUANTITIES SHOWN ON PLANT LIST. QUANTITIES SHOWN ON ROOTBALL PLANS SHALL GOVERN OVER PLANT LIST. SIEVE % PASSING PLANTING SOIL MIX: BACKFILL IN LOOSE 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY OWNER'S 3/8" 100 LIFTS OF 6"-8" DEPTH. SETTLE WITH REPRESENTATIVE AND LANDSCAPE ARCHITECT. NO. 4 85-100 �3 X DIA. OF THOROUGH WATERING. SEE NOTES 3&4. NO. 40 60-85 ROOTBALL 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE GUIDELINES ESTABLISHED BY THE NO. 100 38-60 WITH SLOPED CUT AND REMOVE BURLAP AND STANDARDS FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NO. 200 10-35 SIDES WIRE BASKETS ENTIRELY. NURSERYMEN. 20 um LESS THAN 5% 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF NOTES: ACCEPTANCE. 1 . TOP OF LOAM (TOPSOIL) IS FINISH GRADE. EVERGREEN TREE DETAIL NOT TO SCALE 2 10. ALL DISTURBED AREAS NOT OTHERWISE NOTED SHALL RECEIVE 6" OF SUITABLE LOAM & 2. ALL TOPSOIL (BOTH ONSITE AND OFFSITE SOURCES) SHALL BE SEED LAWNS WITH 3:1 OR GREATER SLOPES SHALL BE PROTECTED WITH AN EROSION CONTROL BLANKET. COMPOSED OF A NATURAL, FERTILE, FRIABLE SOIL TYPICAL OF CULTIVATED TOPSOILS OF THE LOCALITY. OFFSITE SOIL SHALL BE 11. ANY FALL TRANSPLANTING HAZARD PLANTS SHALL BE DUG IN THE SPRING AND STORED SUITABLE FOR THE GERMINATION OF SEEDS AND SUPPORT OF FOR FALL PLANTING. VEGETATIVE GROWTH, WITH ADDITIVES, IF REQUIRED, TO ACHIEVE PARTICLE DISTRIBUTION AND ORGANIC CONTENT BELOW. TOPSOIL 12. TREES SHALL HAVE A MINIMUM CALIPER AS INDICATED ON THE PLANTING SCHEDULE TAKEN SHALL BE TAKEN FROM A WELL-DRAINED, ARABLE SITE, FREE OF NOTES: ONE FOOT ABOVE THE ROOT CROWN. <w OF SUBSOIL, LARGE STONES, EARTH CLODS, STICKS, STUMPS, CLAY (2) MIN. 2„ X 2„ X B ARBOR TIES BY DEEP ROOTS WAYNE A. LUMPS, ROOTS, OTHER OBJECTIONABLE, EXTRANEOUS MATTER OR WOOD POSTS FOR OR APPROVED EQUAL 1. ALL TREES SHALL HAVE THE SAME RELATIONSHIP TO FINISH GRADE KEEFNER DEBRIS NOR CONTAIN TOXIC SUBSTANCES. TREES UNDER 3" C 13. ALL PLANT BEDS AND TREE SAUCERS TO RECEIVE 3" OF PINE BARK MULCH. GROUND CIVIL EMOVE STAKES AFTER ONE AFTER PLANTING AS THEY HAD AT THE ORIGINAL NURSERY SETTING. COVER AREAS SHALL RECEIVE 1 " OF PINE BARK MULCH No.41313 3. THE CONTRACTOR SHALL PROVIDE THE OWNER LANDSCAPE GROWING SEASON ROOT FLARE SHALL BE 2" ABOVE FINISH GRADE, REMOVE SOIL FROM R o ARCHITECT WITH TOPSOIL TEST RESULTS (RECOMMEND UMASS 10'-0" FOR TREES > 3" CAL. TRUNK FLARE OF TREE TO DETERMINE ACTUAL ROOTBALL AREA. 14. ALL DECIDUOUS TREES ADJACENT TO WALKWAYS AND ROADWAYS SHALL HAVE A 1 AMHERST SOIL TESTING LAB) FOR APPROVAL PRIOR TO OBTAINING AND 8'0" FOR TREES 3" CAL. AND 3" BARK MULCH 2. BACKFILL WITH PLANTING MIX. PLANT MIX TO BE: 50% NATIVE TOPSOIL, BRANCHING PATTERN TO ALLOW FOR A MINIMUM OF 7' OF CLEARANCE BETWEEN THE PLACING THE SOIL. IF ANY TOPSOIL IS PURCHASED OR PLACED UNDER 20% COMPOSTLEAVES & ORGANIC MATERIAL, NO ASH) 20% PEAT GROUND AND THE LOWEST BRANCH. PRIOR TO APPROVAL BY OWNER / LANDSCAPE ARCHITECT, IT IS AT 4 EARTH SAUCER WITH MOSS, 10% SAND CONTRACTORS RISK, AND IT CAN BE REMOVED AT NO ADDITIONAL 6" MIN. TOPSOIL, BARK MULCH . 15. ALL TREE STAKES SHALL BE STAINED DARK BROWN. BOTH ONSITE AND COST TO THE OWNER. IF THE PLANTING SOIL NEW OR EXISTING - PROFE SIO AL GINE R OR ( 3. ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER WHEN 16. CONTRACTOR RESPONSIBLE FOR WATERING, AND RESEEDING OF BARE SPOTS UNTIL A ALLEN & MAJOR ASSOCIATES, INC. OFFSITE SOURCES) DOES NOT FALL WITHIN THE REQUIRED SIEVE PLANTING MIX UT & REMOVE BURLAP PLANT HOLES ARE 50% FILLED AND WATER THOROUGHLY AT UNIFORM STAND OF VEGETATION IS ESTABLISHED AND ACCEPTED. ANALYSIS, TEXTURAL CLASS, ORGANIC CONTENT, OR PH RANGE, IT 3'0" MI AND WIRE BASKET ENTIRELY. COMPLETION. SHALL BE ADJUSTED TO MEET THE SPECIFICATIONS THROUGH THE BACK FILL SEE ' ADDITION OF SAND, COMPOST, LIMESTONE, OR ALUMINUM SULFATE TO NOTE 2 &3. 17. ALL PARKING ISLANDS PLANTED WITH SHRUBS SHALL HAVE 24" OF TOP SOIL. FINISH BRING IT WITHIN THE SPECIFIED LIMITS AT NO ADDITIONAL COST TO 3 X DIA. OF GRADE SHALL BE EQUAL TO THE TOP OF CURB. THE OWNER. UNDISTURBED SOIL ROOTBALL WITH SLOPED 18. SOIL SAMPLES, TESTS, AND SHOP DRAWINGS SHALL BE PROVIDED TO THE LANDSCAPE 4. TOPSOIL SHALL HAVE A PH VALUE BETWEEN 5.5 AND 6.5. TOPSOIL ROOTBALL SIDES ARCHITECT OR THE OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. SHALL CONTAIN BETWEEN 47. AND 8% ORGANIC MATTER OF TOTAL DRY 19. ALL PROPOSED LANDSCAPE AREAS INCLUDING MOWED LAWNS, TREES, SHRUB BEDS, AND WEIGHT AND SHALL CONFORM TO THE FOLLOWING GRADATION AND PERENNIALS SHALL BE PROVIDED WITH WATER EFFICIENT UNDERGROUND IRRIGATION, TEXTURE CLASS ABOVE. ROOTBALL DESIGN AND INSTALLATION OF IRRIGATION SYSTEM TO BE PERFORMED BY AN APPROVED IRRIGATION DESIGN BUILD CONTRACTOR OR BY AN APPROVED EQUAL, TO BE DETERMINED REV DATE DESCRIPTION REINFORCED RUBBER HOSE BY THE OWNERS REPRESENTATIVE AND LANDSCAPE ARCHITECT. IRRIGATION SYSTEM IS TO APPLICANT\OWNER: TOPSOIL FOR LAWN, TREES, x a BE DESIGNED FOR EFFICIENT WATER USAGE INCLUDING: USE OF DRIP IRRIGATION FOR SHRUBS, & PERENNIALS m NOT TO SCALE Na TREE PIT SHRUBS AND PERENNIALS, IRRIGATION SYSTEM WITH HEAD-TO-HEAD COVERAGE, A US DS SALEM JV. LLC CENTRAL SHUT-OFF VALVE, AND A RAIN SENSOR TO SHUT OFF IRRIGATION DURING RAIN C/O URBAN SPACES, LLC. 3 POSTS FOR ALL TREES EVENTS. 111 FIRST STREET 3" CALIPER & OVER CAMBRIDGE, MA 02141 3 X DIA. ROOTBALL DECIDUOUS TREE PLANTING DETAIL PROJECT: WITH SLOPED SIDES NOT TO SCALE 3 LOAM AND SODDING NOTES 65 WASHINGTON STREET CONTRACTOR SHALL SOD AREAS NOTED ON THE PLANS. SALEM, MA GENERAL NOTES: SOD IS TO BE A BLEND OF FOUR TO FIVE CURRENT AND IMPROVED HYBRID BLUEGRASS NOTES: AND FESCUE MIXES APPROPRIATE FOR BOTH SEMI-SHADED AND AREAS OF SUN. 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE 1 . ALL SHRUBS SHALL HAVE THE SAME RELATIONSHIP TO FINISH GRADE HYBRIDS MAY INCLUDE: BLACKSTONE KENTUCKY BLUEGRASS, AWARD KENTUCKY PROJECT N0. 2198-01 DATE: 10-2617 WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S AFTER PLANTING AS THEY HAD AT THE ORIGINAL NURSERY SETTING. SEf BLUEGRASS, CHALLENGER KENTUCKY BLUEGRASS, BLACKBURG II KENTUCKY BLUEGRASS OR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL SHRUB 1 "-2" ABOVE FINISH GRADE. COMPARABLE AND EQUAL BLUEGRASS HYBRIDS. SCALE: 1'-## DWG. NAME: C-2198-01 EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY 2. BACKFILL WITH PLANTING MIX. PLANT MIX TO BE: 50% NATIVE TOPSOIL, RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE 20% COMPOST (LEAVES & ORGANIC MATERIAL, NO ASH) 20% PEAT MOSS, 1 .SOD SHALL BE HIGH QUALITY, NURSERY GROWN ON CULTIVATED MINERAL CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 10% SAND. DESIGNED BY: BCD/ DR CHECKED BY: WK AGRICULTURAL SOILS. SOD SHALL BE MOIST, AND MACHINE CUT AT A UNIFORM SOIL 3. ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER WHEN UNDERGROUND UTILITIES. THICKNESS OF AT LEAST 5/8" AT TIME OF CUTTING. MEASUREMENT FOR THICKNESS PREPARED BY: PLANT HOLES ARE 50% FILLED AND WATER THOROUGHLY AT COMPLETION. SHALL INCLUDE TOP GROWTH AND THATCH. SOD SHALL BE FREE OF DISEASES, 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & MAJOR 4. SHRUB BEDS TO HAVE 24" MIN. OF CONTINUOUS PLANTING SOIL. WEEDS, BARE SPOTS, OR INSECTS. ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. ANY ALTERATION, 'k MISUSE, OR RECALCULATION OF INFORMATION OR DATA WITHOUT THE EXPRESSED, 2. SODDING TO BE COMPLETED '1N SEASON" BETWEEN APRIL 1 TO JUNE 15 OR WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC. IS STRICTLY PROHIBITED. AUGUST 15 TO OCTOBER 1, EXCEPT FOR RE-SODDING OF BARE SPOTS. IF UNABLE A#* TO SOD WITHIN THESE TIMEFRAMES, CONTRACTOR TO INSTALL EROSION CONTROL MATS 3. ALL LANDSCAPED AREAS WITH SHRUBS, TREES, AND PERENNIALS TO HAVE 2 FEET ON ALL SLOPES 3:1 AND OVER, HYDROSEED ALL EXPOSED AREAS, ADD SOIL ALLEN & MAJOR MINIMUM DEPTH OF TOPSOIL. TWO FEET OF TOPSOIL AROUND TREES AND SHRUBS STABILIZER "FLUX TERRA HP-FGM SOIL STABILIZER" AS MANUFACTURED BY "PROFILE" DOES NOT INCLUDE AMENDED PLANTING SOIL WITHIN TREE / SHRUB PIT FOR FULL 3" BARK MULCH REMOVE SOIL FROM TO HYDROSEED (AT RATE OF 3,000 LBS PER ACRE), AT NO ADDITIONAL COST TO THE DEPTH OF ROOTBALLS. SEE PLANTING DETAILS FOR PLANTING DEPTH AT SHRUBS AND STEMS TO DETERMINE OWNER. CONTRACTOR TO COMPLETE ALL ABOVE "OUT OF SEASON" REQUIREMENTS ASSOCIATES, INC. TREES. ALL AREAS OF LOAM AND SEED TO HAVE 6" MINIMUM DEPTH OF TOPSOIL. 4" EARTH SAUCER WHERE ROOT AREA AND THEN ALSO BE RESPONSIBLE FOR RE-GRADING AND RE-SODDING ALL civil & structural engineering * land surveying TOPSOIL TO BE TESTED BY CONTRACTOR, AND APPROVED BY A&M PRIOR TO PURCHASE BEGINS DISTURBED, ERODED, OR BARE SPOTS WITHIN NEXT CLOSEST PLANTING SEASON IN environmental consulng # landscape architecture AND OR PLACEMENT. GENERAL CONTRACTOR, DEMOLITION CONTRACTOR, AND ;;sz; s c; ;>;: •; OOT BALL FINISHED GRADE FALL OR SPRING AT NO ADDITIONAL COST TO OWNER. CONTRACTOR RESPONSIBLE '`•''� ' ''--' www . aI1enmajor . com LANDSCAPE CONTRACTOR TO COORDINATE PROPER DEPTH OF EXISTING MATERIAL "' ' ''' ' ` ?``' FOR ALL MAINTENANCE UNTIL FINAL ACCEPTANCE OF LAWN AREAS INCLUDING: =``''`µ'' a ._F. 100 COMMERCE WAY REMOVAL ACROSS SITE SO THAT 2 FEET MINIMUM AND 6" MINIMUM DEPTHS OF '` 6 MIN. TOPSOIL, WATERING, ADDING FERTILIZERS AND LIME AND MOWING AT NO ADDITIONAL COST TO P.O. BOX 2118 PROPOSED TOPSOIL NOTED ABOVE ARE MET AT NO ADDITIONAL COST TO OWNER. SEE ROOT BALL NEW OR EXISTING OWNER. WOBURN MA 01888-0118 ...•. TOPSOIL DETAIL. �°"'�' `'`'^` TEL: (781) 935-6889 CUT & ROLL DOWN-� -.._:.• •,,. «.xw>. °; ,z:r:;: PLANTING MIX 3. COMMERCIAL FERTILIZER SHALL BE APPLIED AT THE RATE OF 25 POUNDS PER 1000 FAX: (781) 935-2896 BURLAP O TOP Y3 �; ::•.: ,::,,._ :,...r: a s BACKFILL SEE SQ. FT. OR AS RECOMMENDED BY THE TESTING AGENCY. LIME TO BE SPREAD AT WOBURN, MA • LAKEVILLE, MA • MANCHESTER, NH DIG SAFE OF ROOT BALL. IF THE RATE OF 100 POUNDS PER 1000 SQ. FT OR AS RECOMMENDED BY THE TESTING THIS SYNTHETIC, REMOVE NOTES #2 &3 AGENCY. COMMERCIAL FERTILIZER SHALL BE A COMPLETE FERTILIZER CONTAINING AT CLIENT/CLIENTS HAS BEEN PREPARED IN ELECTRONIC FORMAT. ENTIRELY. NSULTANT MAY BE 9" 3 X DIA. OF LEAST 50% OF THE NITROGEN OF WHICH IS DERIVED FROM NATURAL ORGANIZE PROVIDED ICOP ES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC o (MIN) ROOTBALL UNDISTURBED SOIL SOURCES OF UREAFORM. IT SHALL CONTAIN THE FOLLOWING PERCENTAGES BY MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC WITH SLOPED WEIGHT: NITROGEN (N) 10%, PHOSPHORUS (P) 6%, POTASH (K) 4%. LIME SHALL APPLICATION TO THIS PROJECT. DUETOTHE POTENTIAL THAT THE SIDES BE AN APPROVED AGRICULTURAL LIMESTONE CONTAINING NOT LESS THAN 857. OF MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR TOTAL CARBONATES. LIMESTONE SHALL BE GROUND TO SUCH FINENESS THAT 50% OTHERWISE,ALLEN &MAJOR ASSOCIATES, INC. MAY REMOVE ALL SHRUB PLANTING DETAIL WILL PASS A 100 MESH SIEVE AND 90% WILL PASS THROUGH A 20 MESH SIEVE. INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND NOT TO SCALE 4 SPECIF4. CONTRACTOR RESPONSIBLE FOR WATERING, MOWING, AND RE-SODDING OF LAWN ALLENIISSUEDCATIONS SHALL &MAJORAS5 CIATES, INCBE.' PHE ONLY RECORD COPIES OF S WOR PRODUCT. BEFORE YOU DIG BARE SPOTS UNTIL A UNIFORM, HEALTHY STAND OF GRASS IS ESTABLISHED AND CALL 811 OR ACCEPTED. DRAWING TITLE: SHEET No. 1-888-DIG-SAFE 1-888-344-7233 LANDSCAPE DETAILS L-501 N.\PROJECTS\2198-07\CIVIL\DRAWINGS\CURRENT\C-2198-01-LANDSCAP/NG.DWG CopyngAtO2017A11ea&MajorAasociates Inc. ar tsReservaa 30 CHURCH ST. _. 33 FEDERAL ST. _ 0 TISE DESIGN ASSOCIATES ARCHITECTURE SITE PIANNING PROGRAM MANAG€MEM �pIB RAMP DOWN BUILDING ABOVE 'I V 16% SLOPE ROLLING DOOR WITH 10% J g I WMNINC.L�WT TRANSITION INIING _ 6`AAA`7M'� J +° ° ' PROVE: Q L � Y 1' 49C PLANTER Z 38F 53A 54F 55F 56F 57C IT PLA H �, m 50F* VAN ptf 3sF* SPACE * * * * 32 CHURCH ST. O V Z 4OF * 51F* W f— m dl LAY w W +4-IF K z" BENCHES NAgpP +2 BUILDING ABOVE § = c J I- I 09 AR PANELS -0 to U L 42F * " � V = H 3 w -- - - - - W a --o a 43F * — g _ ,w U) w m ti J 52C — . s'—n ' _ _g. T-_ . ._g. „e. _ e_e" 1 Y/ Q g a" g• * g� U Ld 44F JC e S'_g 9 2' g_g• g_ m _ _ F• LL LL +2 * ok * * * IL N R r a 58C 59F 60F 61F 62F 63F 64F 65F 66F 67F 45F * d s BENCHES I ART PANELS a v _ LLI _ _ _ L 46F * -- --$--� – – II I 47F * �' m UP Z LOBBY Q Y PACKAGE II O CONCIERGE L ® 0_ 48C J — J I-- < Z GROUND LEVEL TRASH I F LU PARKING ART u- RETAIL: 2,840sq.tt. 0 U (F)ULL SIZE SPACES — 8.5+ X 18 =24 (A)CCESSIBLE, VAN — 16.0 X 18 =1 \1 LF====U J �_ — (C)OMPACT SIZE SPACES — 7.5+ X16+ =5 a L — __ —J L———— J L'� TOTAL SPACES 30 SPACES PLANTER ———————— 158'-11"— — r M omliGHT(Trv) sreP ugxT(Tm) ORAWINO NO. 1 " DENOTES OPTION FOR STACKED PARKING LIFT DENOTES 200V CHARGING STATIONS LEVEL 1 WASHINGTON STREET n L. SCALE 1/8" - 1' - 0" SCALE:1"=8'-0" DATE:2/15/2018. � 1 ANSFORMER TISE DESIGN ASSOCIATES ARCHITECTURE SITE PIANNING PROGRAM MANAGEMENT n01B BUILDING ABOVE I U J J O wn°m°c uclur STOR E 1c Z ca 2C 6 Z = ❑ I°-o+ 4 22T Z q21 C _ • 32T 34T 36T O 3 C l i ° w 23C 28T 30T 4A ml = J ^l 24C - - - _ _ --_ - - _ -33F _35F 7F (n W 5A. b 29F 31F W a 25C RAMP ABOVE U) sC * A 26C m 4- m - -- - ---- �— u :e•- ,q• 27c a LOWER LOBBY DECK ABOVE LOWER LEVEL METERS Z g PARKING n (C)OMPACT SPACES - 7.5+ X 16 g4 METERS V (F)ULL SIZE SPACES - 8.5 X 18 � r _ • .- • ._°r 7_ (T)ANDEM SPACES - 8.5 X 18 � RA P ABOVE ''0• `8` oy-8` °" -°• 7`8• 7--s- 7`"8` - Z (A)CCESSIBLE, CAR - 8.0 z 18 = 2 - ----- --_ 20 C w Q TOTAL SPACES 37 SPACES PLANNING E3 UNEXCAVATED 8 C 9 C tOC 11 C 12C 13C 14C 15C 16C 17C 18C 19C �+y W W DENOTES 200V CHARGING STATIONS },�P` Ro _r�p m 0 8 ("' PLAN ( o S' P�`MP`+'i DRAWING NO. ( BASEMENT SCALE: 1/8" = P — 0" �� ❑ SCALl1 1"=8'A" DATE:2115/2018 30 CHURCH ST. 33 LFEDERALT. _ _ TRANSFORMER — _7 7/7/ TISE DESIGN ASSOCIATES ARCHITEC111RE _I SIM PLANNING RC-1: 1500 LUMEN 4" DOWNLIGHT PROGRAM MANAGEMENT Sarna Bw_B RC-2: 2500 UU ENL LUMEN 4" DOGHT 4" Rw_I RC-3: 1500 LUMEN LENSED DOWNLIGHT 4" B P- BUILDING ABOVE RB-1: LINEAR LED STRIP (BACKLIGHT GLASS) RAMP DOWN RB-2: LINEAR LED STRIP (BUILT IN POCKET) RB 3: UNDER BENCH LED STRIP 16% SLOPE _` sw-i RB 4: OP1 CANOPY LED STRIP OP2 SMALL GLASS DOWNLIGHT 2" WITH 10� ROLLING DOOR TRANSITION �I Pw-t RB-5: CANOPY UPUGHT LEO STRIP r I Rca WARNING LIGHT FwSW-1: DECORATIVE ENTRY SCONCE (MEDIUM) - SW-2: DECORAIIVE ENTRY SCONCE(SMALL) J +0 J � SW-3: WALL PACK N SW-4: SMALL LED CYLINDER RW-I FER-1: EXISTING COBRA HEAD W O 36F * 49C PLANTER PT-1: FULL CUT-OFF BOLLARD (LED) Q 53A 54F SSF 56F 57C RW-1: RECESSED WALL UGHT /w Z VANcn F + ad SOF SPACE * * * * 32 CHURCH ST. /Yw, R 2 Z 0 Z 4OF * 51F* - - -, f1-�'1 O a 0 L RR-3 LLQ W B ' (I LAY W Q LLJ a I 41F * � IZ u NEW 5w- U cn BENCHES I II ART PANELS C ANPUP +2, BUILDING ABOVE _ J L 42F * INTI Rc. _ _I /w RB-2 I I 43'-1'�' I I a � V �/ 43F LTJ Ra-2 52C of U Lj 44F * y m LL- * * * * * * �e * �e LANT R 0 Pr-I t2 58C 51F 60F 61F 62F 63F 64F 61F 66F 67F Bei W , I BENCHES 1 I ART PANELS I - RB UP rR y 47F * A�...�/ U LOBBY f N Z PACKAGE ��'++y,p''� 9 46c CONCIERGE PL '�"°`� E O 0 OVE ®LLC) — GROUND LEVEL Q Ra I ® q TRASH AN F LU ______ ______ ___ PARKING IIIRETAIL: 2,840sq.ft. LU SIZE SPACES - 8.5+ X 18 =24 ART w R 4R. R t sw4 O = (A)CCESSIBLE, VAN 16.0 X 18 -1 I IT � 0 (C)OMPACT SIZE SPACES - 7.5+ X16+ =5 �- pc-I Rc-I pG-I e TOTAL ucxrOrR) — SPACES 30 SPACES GIA55 CNgPY RB-4 AB-9 RB-4 RB-4 RB-4 DRAWING NO. DENOTES OPTION FOR STACKED PARKING LIFT DENOTES 200V CHARGING STATIONS LEVEL 1 WASHINGTON STREET 2 SCALE: 1/8" - 1' - C" SCALE:1"=8'-O" -- — — — - DATE:2/16/2018 i TISE DESIGN ASSOCIATES ARCHITECTURE Q SITE PLANNING PROGRAM MANAGEMENT L i J I � v J Lij �a a W z W 0 z z Ov0 _ za � J � EVEL 3 wm 5.1 b .-a Lo z W W < J m TRASH - n v W h 0 MVAH11 T11 0 91 [ILI C3� 96 h 1.1.. ® ow 48x4 ® ow IBz ® z w� wro b Eliw g� 1 1 h m L.L r LL � u- �_ Illl- ® W DRAWING NO. a SCALE: 1 /8" = 1 ' - 0" Al ❑ 4� SCALE: 1"=8'-O" BATE: 10/24/2017 I TISE DESIGN 0 ASSOCIATES L _ ARCHITECTURE SITE PLANNING PROGRAM MANAGEMENT J J e � �❑ 0 W � W O 0 w � 0cl � U) 0 0,6 z = z O v0 �., a 2 wp a a ' �' ❑ — Il W a � C) Wa - - - - J 0. TRASH z UM W W r /1.. M ® II ® EZ p 'Jtl�N _yam I\^J5a 111000 S W O 19L 0 C3a V° ow < J OU OQ W L � = w Z X U cf) U) 0 LEVEL6 DRAWING NO. SCALE: 1 /8" 1 ' 0" SCALE: 1"=8'-O" - — -- - - - - - - bATE: 10/24/2017 ALUMINUM CLAD CORNICE TILE MEDALLION(TYF'',)' DALCONSIDES Of ENTRY PENTHOUSE PENDANTBUILDING5IGNAGE BALCOWINDOW SHUTTER SYSTEM.COLOR 7a MATCH MA50NRY'50LDIER'COUR5ETYP. NY(TYP,) B07H MECHANICAL PENTHOU5E-METAL METAL PANEL SYSTEM PANEL RAIN SCREEN f / t METAL RAILING q TISE DESIGN I ' ASSOCIATES ARCHITECTURE ASSty ARCHITECTURE — --i SITE PLANNING ALUMINUM ORFIBERGLASS °J PROGRAM MANAGEMENT WINPOWAND5URROUND 5gI I� - } METAL PANEL RAIN SCREEN SYSTEM LlFE rh 0 MASONRY'f3RICK'VENEERSIDING O� • L3 ® \ OPEN TO '❑�f BEYOND ° pECORA iVE MASONRY CAST STONE v! 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F: r - .,. - 4 , _ __ _ { . ^� �, f 1 1 �'i d. ,9'I /Its'. a V,3 - r , , il ii. :m)a c , A.:e" / �.:%, \,l , S, " d , f .- _ a - . _ , fi > f ,< \ rt, a :., .: - y , \ L - _ - : .: ' I 'L _ ,` - r. , I "Ir � 11 �� uf. r t / r vt � .n:s% _ _ I«+ .1 I 11 - __ rte' ''tea .:.. x "k� - ?. -. ..Citi[: ., ,. - .. - -r<: .N ; - - - .. _- - ti u _ 1. r _ v . ,. - „. c fir' . ._ _: „ � _ " __"..- ..:_....._. _,�.,,.fes._..: r . . .:... .. .� ..:;. ,_ - ,.x. If --- DRAWING , AQD 0 (5 L : � UP 65F 66F 67F 7 ) — ^`..1� 99 89 69) n n 01 00, O � � I 00 ILN I g , _ 6 „ 1 � F7 DWG AcSE oF�ocH aSSoCoa�mS 65 WASHINGTON STREET Architecture Site Planning Program Management SALEM MASSACHUSETTS CAR LIFT PLAN 246 Walnut Street Suite 303 Date 2/9/17 Newton, Massachusetts URBAN SPACES LLC/ DIAMOND & SINACORI LLC 617.581.6601 617.561 581..6611 fax Scale 1'_1/4" STREET TREES EXAMPLES OF TREES, SHRUBS, � PERENNIALS &GROUNDCOVERS IN FEDERAL ST. PLANTERS&AT EASTERN SIDE OF SITE EXAMPLES OF SHRUBS. PERENNIALS &GROUNDCOVERS * ' ' IN WASHINGTON ST. PLANTERS RAINBOW MILAR SERA®ERKY t�_ -. W OEIAWAIIfi VPFIEY -� %ANEIREE NELLM SIEVENS HOLLY AIX.INKBEPRY f r v . [ � F WPPIE CONEROYhR a 11f X RHODODENDRON SONNU'ATION INGMIDIBAU. �£ 1; 18 +�� i IY• {yi., i h;,w .. HYDRANGEA r Tx 8 q -' aiRs r 4BJINHRYRBUILDING, I•i�•. F S MP. CMINORMAMINOR 5 r� I MWES RESiDEN"14 OWN .. ^ E Y -;SR B,mRAGEI RETAIL �11h FF(rtMMNG ELEVATION l} . . .. HARDSCAPE +` '� (GRANITE PAVERS) SNOW IADY r„§� Y` kL+ + S NOR,, ��pktk ❑IIERMALTOP FlNIRHI 5 � SHASTA DAISY Ex. p �WfRHNCG fSitc` c 'ixx x2 d"'q ..I r V ➢..' i c , i E.. i RAISED GRANITE PLANTERS :, '. '� ,Ii ks+ qI� a 33 z� yy 'k ( it i trx + h FSI 3 � i 41I{t i• '- �4 i R C IVEU MAR 06 2010 DEPT. OF PLANNING& COMMUNITY DEVELOPMENT AL ALAk GRAPHIC SCALE 65 Washington Street Al.I.EN YNTC,6R ASSOCIATES,INC. Salem, Massachusetts TRANSFORMER 24' DIA C.I. HEAVY DUTY 4" VENT TO ROO , FRAME k COVER W/CENT / INDEPENDENTLY I , �-BUDDING ABOVE FINISHED GRADE XX TISE DESIGN L G.I - ASSOCIATES 'E j INLET HEAVY r'r 41C.I. SEE SEE BELOW ARCHITECTURE 6'olmEr To SITE PLANNING 1/8 LONG BEND nSANRARY SEWER� V PROGRAM MANAGEMENT WATER LEVEL _ INK EL• XX INV: EL A/4- o 4' EXTRA HEAVY C1 PIPE XX B WROUGHT \� � IRON SOLID CONCRETE PRECAST WITH WATER STEPS TIGHT CONNECTIONS ALL CONCRETE 3'-0 / SHALL CONSIST OF 1 PART CEMENT, 2 \� 4" 18"oc PARTS SAND. (CEMENT BRICK OR HOLLOW CONC. OR CINDER BLOCK TD-A MASONRY MUST NOT BE USED.) BY C GEN. CONTR. 9` INTERCEPTOR SIZ U 2'-6" INLET A B C J v '• o v' IV -0 JTI 5' 3'-6* 51-0. 4'-0* _ STORAGE 4 n m / S-600-6' 6' 3-6` 3'-0" 8" PORTLAND CONCRLIE---lll 4'-0'x4'-0" 3'-0" 2'-6" 4'-6" Y-0' 2'-6' O 6' 4' 5 4!-r I 4'-0'x4'-0" 4'-0` 3'-6' GENERAL CONSTRUCTION NOTES: 4'-6" 4'-0' 3'-6' 4'-6'x4'-6` 3'-6" 3'-0' I THE SEPARATOR IS TO BE LOCATED 5'-0" 3'-6` 3'-0" OUTSIDE OF A BUILDING WHERE POSSIBLE 5'-0'x5-0" 3'-0" 2'-6" LU AND THE COVER IS TO INCORPORATE A G CENTER-HOLE. A SEALED TIGHT COVER IS 8" 5'-0" 5-0' 5'-0' j TO BE USED IF THE SEPARATOR SHALL BE 4'-6'x4'-6` 4'-8' 4'-0" 4„ LOCATED AND CONSTRUCTED TO PREVENT 6'-0" 4'-0' 3'-6' SURFACE OR SUB-SURFACE WATER FROM 6'-0'x6'-0" Y-0" 2'-B' ENTERING. THE INLET PIPE SHALL BE NO 6'-6" 3'-6' 3'-0" co LESS THAN FOUR INCHES ABOVE THE 6'-6"x6'-6" 3'-0" 2'-6" WATER UNE LEVEL. WHEN THE SEPARATOR SUBJECT TO FREEZING T SHALL BE DE. (PIPING MATERIAL NOTES: A A MINIMUM OF THREE FEET BELOW GRADE. THE SEPARATOR SHELL BE FILLED WITH A. NO-HUB CAST IRON WITH PRODUCT-APPROVED WATER AND LEAK TESTED BEFORE BEING STAINLESS STEEL CLAMPS Z INTRODUCED INTO SERVICE. THE B. SERVICE WEIGHT CAST IRON WITH O NON-CORROSIVE STEPS SHALL BE SPACED PRODUCT-APPROVED RESIUENT GASKETS O AT 18"-INCHES APART. THE CHAMBER VENT C. EXTRA HEAVY CAST IRON WITH PRODUCT-APPROVED AND OUTLET VENT SHALL RETURN TO THE RESILIENT GASKETS OR LEAD AND OAKUM JOINTS INSIDE OF THE BUILDING AND EXTEND THROUGH THE ROOF. ------------ -------- --- ------------ BFCI 4"FD j DETAIL OF GAS/OIL AND SAND INTERCEPTOR NTS I Z I _ aU J - ; J RAMP ABOVE U U) W I a U 4' LU ^Q/'� (n---------------------- "'� � a z U) Q j m GARAGE DRAIN H IN=12.00 BUILDING. SEWER I (SEE SITE PLAN) INV, CUT=12.15 (SEE SITE PLAN) GAS -OIL \ 4"FD 1- 6„ INTERCEPTOR \ LU V OSEE DETAIL 5 s S r 4„ DL G D---7 GD FCO 3 GA INV.RAGE OUT=111125 NOTEMETERS DECK AhUVE (SEE SITE PLAN) TOTAL ROOF =16,500 SQ.FT FOUR 6"RD EVERY 4125 SQ.FT W/ SLOPE Ja COLLECTING BELOW GARAGE CLG Y6" SLOPE 10" COND. PIPE EXIT FROM THE BLD METERS r------- --- ------ --------- RD ----- -- , RD RAMP ABOVE INV.OUT=16.72 INW.SEE SITE PLAN ------------------------- z Lrj r F-1 10" z CY I�M-I LD I-�1 J C/ p0W z BTTTTT 3 -1 z SCALE: 1 f8" = 1 ' — 0" CL D CL D DRAWING NO. EDE, INC. MEP/FP ENGINEERS One Gateway Center D 300 Washington St.Suite 713 - Newton,Ms.02458U (a Tel.(617)-9694700 LJ ❑ F 7)-969.7709 E-Mail.ede@edemep.com ©COPYRIGHT 2017•EDEInc ALL RIGHTS RESERVED SCALE: 1M-8'-0' Project#:3117 DATE: XX/XX/2017 33 FEDERAL ST. 0 TRANSFORMER L= TISE DESIGN ASSOCIATES 111 ARCHITECTURE SITE PLANNING , PROGRAM MANAGEMENT �q I I BUILDING ABOVE RAMP DOWN I I I I , I I +0 U I — --J J J I _ II PLANTER W W v 6„ 6"GOND � W Q OND0 32 CHURCH ST. z U) ■� 06 ,� Z z r 0 DIS LAY W H H I I Q H a H LL_ II RAMP UP12 Q U 10" BUILDING ABOVE _ J I UPJ I I H I -------------------------- ------------------ c� 6"GOND W 8„ Q U ONL ON H H W-- UO IL U) I I H z I W p� r- +2 6„ 6. H co j ON ON 10" �.. , LU o 6"GOND 110 'i 6 C N I I I II I I II I I I I I I I I I I I I I UP z p II I I PACKAGE I 10� CONCIERGE -F' I I I O I I I l� TRASH 10"CON I—I ART UP 4R J 4R ~ Z � ON H O Q —._ Z L J PLANTER --------------J L--------------J L---------J CL 0- DRAWING NO. HHRH 1 WASH HGTON STREET EDE, INC. MEP/FP ENGINEERS SCALE: 1 �8" _ — (� one Gateway Center 300 Washington 5t.Suite 713 D Newton,Ma.02456 ) l2 Tel.(617)-969.7700 ❑ Fax. @ed709 1 9 E E-Mail. ede@edemep.com 'I ©COPYRIGHT 2017�EDE Inc ALL RIGHTS RESERVED SCALE: 1'=B'—O' Pro)ect#:3117 DATE: XX/XX/2017 TISE DESIGN ASSOCIATES ARCHITECTURE SITE PLANNING PROGRAM MANAGEMENT I� I it l l_---- I I Pon I Vr J ----- W W v I I, � I t wo W z 6"COND U) to I I - I I z o 7m Fm I Vr U) Q9 © W _ I I I woo SHEW ---- W j Q ---- 0 z 6"COND ❑ --- F m II I I I I r—, W TRASH PM i� I "a O e d n 6"GOND (� 6"COND I I I I I I � o PEF ^ V J• � � S 1 � I C I I II I (39 LWJ� nn W N--I Imo_ El Z D y /� I� I__L IJ In -------------------- DRAWING NO. EDE, INC. MEPIFP ENGINEERS JJJ777 One Gateway Center E3300 Washington St:Suite 713 II`J✓r/ 'ILJII Newton,Ma.02458 1LEVEL Tel.(817)-969.7700 Fax.(617)-969-7709 com SCALE: 1 /a" = 1' - Oar E-Mail. -E COPYRIGHT 2017-EDE Inc &ALL RIGHTS RESERVED SCALE: 1#=8,/-0# Project#:3117 DATE: XX/XX/2017