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APPROVED PLANS
Approved Plans r RED BARN ARCHITECTURE 84 High Street Ipswich,MA 01938 978.595.6764 Project Name Condominium Development Description Cover Page Scale: As Noted on iniu ev (5 0 (5n Date: August 10,2018 Drawn by: RMc Checked by: RMc 20K franklin 5treet DRAWING LIST: ARCMMCTUL o L-I .O SITE PLAN � e 1 I ' L-1 . I ENLARGED SITE PLAN 1 aMA oi A-2. I PROPOSED ELEVATIONS ' ( o A-2.2 COLORED ELEVATIONS H A-3. I SECTIONAL RELATION5HIP5 0 A-3.2 SECTIONAL RELATION5HIP5 'y osf STREET LEVEL RENDERINGS � o PT T CO m to ^' N ry C) 0 77 LL JC o E ilffle ■� : .r... ..: Y^v,J.d1tlWC •.. ,.+.:`utJ'ro'L ... IbYM•'•• ..>.�w '- +K , '^ .a a., ^ . n �y .'�rs>..s .� ...y �.,.A.x <:,�:..•a;e. µ a:...aaw�w.w.wa;,.+•Y �{ '-:.Y-.,.....,�{y� , .. w`jc;..'1�£ ram»•.:t?r+s�R.. r � .nmr�^-.# '.<aoN°' 3. "' .,+ .:: 't�' :'"+�".�'�i. ,j �� .�'*_'e��, . '.; ---� _ � ..:..uM1, ., �► R ,�meµ.. �`. A ' ax i , ti - :� q,. 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CIF ., .. : -ar!, .,,.aif - - :... .,... o< ., ,-,r.t .:$ -• { - ,,. _-. s <, y,7:. ,.. .. rR •na i•-....» � -.._.�ti . .. - .... ., ... _ .;; :.. .... :. .' Y ,.- .,�� � &.�'+ ';;..tom � f{ '..w:_ i ti 'f�, ,3 ,:-3%. "B� n k'ar'. '7"•: . ..R'S�._. S'•.r,,...t.. - W itt r y f et G a� ♦��� e'�wY.iY inn' r A LirrR y.. ayµ IF'.' . - '- F:K>::,, e..v .♦.6R:. ",re .. :; ax ... . i•^"� - .,. k' r.^: , 'i '&, E �+ rriS�4'c':''YAh .. ;. .ti4. � it ,.EF��A .•. .. _.. WO ` ." .. kt North F 1 v (5 r C C1 M M D I M t CONCE SE ®Red Bam Architecture COVER PAGE A-0 . 0 ,�.�'� - • •+ F III Cc RED BARN L� to ARCHITECTURE •• � ��� CQ 84 High Street Q Ipswich,MA 01938 978.595.6764 yw �• • • w �#�� T� � Project Name a yGji Condominium Development • r. Description •F�i�J♦•ri �-` • �t r�• � Proposed Site Plan ' • i �' Scale: ,{_ { 11 +; P. Date: August110,2018 0" Drawn by: RMc r Checked by: RMc r • 01 sro, low I 1� +t�i,ty_Q'.• ++ �'! �• .•``F+,^•j'��a' :.1:,. .Y A , �y .��- {1r �':\� .' :� •�.¢:�-f •1��•Ya•. �.� •F • •!yam* r . •'�_;�• r y ; S: / . •' ,p7 a L •�• W, •,_j�• • r of . o, r { n.. .L !;� O 1��1 • F.LJ .•1f I,,:, � ;; y a , � y , -r01a. S.'•� .1'd i•. I v v v 7 r •}a• r �•• V M X • m O IQ O� 10 00 °O <� C U) X 12 UNITS (FLATS) , o°oo O IST GARAGE ° °o o 00 00°o°o 00 •> r 2ND 3 UNITS B 13r o°oo o I O4 3RD 3 UNITS 4TH 3 UNITS o°. 5TH 3 UNIT 13 PARKING vlh .Ii• TMTF I ::. i2 TS (FLATS) cl IST GARAGE 2ND 3 UNITS r. 3RD 3 UNITS = 4TI-I 3 UNITS . ,�. 5TH 3 UNITS � LJ• °°°° 48 TOTAL RESIDENTIAL UNITS I �,+ °°°°°°°°°°°°°° MIX OF 2t3 BEDROOM UNITS• TOWNHOUSE AND FLATS STYLES ^1 °o° °°°°o°o°°°°°°° �✓ •�� i•r f •r F , Fes. , J ❑°❑ ❑°°°°°°°°°°°°❑ • '�'� :'+' °°° °°°°°°°°°°°°°° 19 OUTDOOR SPACES BELOW BUILDINGS •+. ••+ "• '• J isa UNITS (FL AT ° ° °°°°°°°° 43 INDOOR SPACES BELOW BUILDINGS A B C :• r ------------------, °°° °°°°°°o°°°°°°° 10 I BUILDINGS D,E INDOOR SPACES BELOW BUILD _ r IST GARAGE °O° °°°°°°°°°°°°°° 72 TOTAL PARKING SPACES ' 2ND 2 UNITS / COMMON SPACE ITS °°°°° o 3RD 3 UNITS ^W ------------------ 4TH 3 UNITS 13 O 25' 9" 4 ADDITIONAL PARKING SPACES ON FRANKLIN STREET o ;------------------, r 5TH 2 UNITS • w••'••-•• �� �'� 'r' i ��'r, PARKING �) o ----------- ___ __ . N � ._ C 0 r;• �; fir, ' CURRENT PROJECT DESIGN '— 4 UNITS r' cis ' (TOUJN--IOUSI=S�----, .A� :� F J r Q) 2r ,�r r 42 TOTAL RESIDENTIAL UNITS .� � I MIX OF 2�3 BEDROOM UNITS; TOWNHOUSE AND FLATS STYLES r • •�' ------ -� O ------- ,••`,••":{` ?• '�_r�or 2r r' co"' r .✓ r , 20 OUTDOOR PARKING SPACES • •s,}rr'`:` ------------------- w •.�:• ,.��• , 37 INDOOR SPACES BELOW BUILDINGS A,B,C I ';• • ;( r 8 INDOOR SPACES BELOW BUILDINGS D,E G5 TOTAL PARKING SPACES I , ��•ry r O TRai`isF01�'1ER 4 ADDITIONAL PARKING SPACES ON FRANKLIN STREET v • ,,.:.,.., .� �, - �F�.�, BUILDING SQUARE FOOTAGE CALCS • r ��'��`� • ' A U��: TOWN HO SE BUILDINGS: r • �� � ; 4 + FOOT PRINT OF ENTIRE BUILDING 2,450 SF TOTAL LIVING SPACE OF ENTIRE BUILDING G,4G2 SF F� TOTAL GROSS LIVING SPACE OF PER UNIT I ,G 15 SF '4-UNIT TOTAL GROSS AREA PER BUILDING 8,910 SF / (TouNl-10 Es) - NORTH RIVER CONDO DEVELOPMENT _ BUILDING A f- B (IDENTICAL FOOT PRINTS): : D TIL TOTAL UNITS. 42 UNITS FOOT PRINT OF ENTIRE BUILDING 5,015 SF •r F r ' } TOTAL GROSS FLOOK AREA 91 ,244 SF TOTAL GROSS FLOOR AREA OF ENTIRE BUILDING 24,327 SF INCLUDING PARKING GARAGE UNIT AREAS F��r`�. ; 1 , 100 S F to I ,GOO S F FRANKLIN F��, '` BUILDING C BELL AT SALEM STATION FOOT PRINT OF ENTIRE BUILDING 5,015 SF ®Red Bam Architecture TOTAL UNITS 2GG UNITS TOTAL GROSS FLOOR AREA OF ENTIRE BUILDING 24,770 5F T INCLUDING PARKING GARAGE TOTAL GROSS FLOOR AREA 377,471 SF / R x PROPOSED SITE PLAN PROPOSED SITE PLAN �� T UNIT AREAS I 100 5F to I ,G00 5F SCALE: I/16" = I'-0" k BIT. L- 1 . 000NC . SIDEWALK k I I I a I << )3 I RED BARN ARCHITECTURE ( -, I 84 High Street Ipswich, MA 01938 978.595.6764 J� Project Name -�. (( � / Condominium Development Description . C ( L Enlarged Site Plan V Scale: 1/4"=1'-0" Date: August 10,2018 Drawn by: RMC ij:%ji i/;'i%%iii i%ii"%%i i/ iii'iii '%'%i%i Checked by RMc x (� � ram^^� wV 3 JJ J �VVlow M N C 0 ° V a d 1= METAL/WOOD TABLES AND CHAIRS BOULDERS/SITTING ROCKS 0 - D N PAVERS �> o -j O PLANTINGS AS PER LANDSCAPE PLAN ' y 51 DEWALK � 3 / PLANTING BED WITH 51GNAGEO' ) / \ �y� J / INTEGRAL BENCH BUILT INTO RETAINING /WALL J %= RETAINING WALL WITH STONE CAP COLUMNS WITH TRELLIS / ° � FEATURE ABOVE / J / CL N ( S � 'EMry UL Q / C CO IX O � r- /- 'i -i FRANKLIN A PROPOSED PLAN AT SITE ENTRY -I' SCALE: 1/4" = 1'-0" RE ET ®Red Barn Architecture ENLARGED SrrE PLAN L- 1 . 1 i a t RED BARN ARCHITECTURE 84 High Street Ipswich, MA 01938 978.595.6764 i Project Name O ' Condominium Development k ^/ I Description Z ; W Proposed Elevations O � CL Scale: Date: August 10,2018 ROOFS RAISED AT STAIRWELLS FOR ELEVATOR HEAD HOUSE Z Iry Drawn by: RMc AND AS SCREENING FOR HVAC Checked by: RMc EQUIPMENT > �-- _ EPDM RUBBER ROOF AT FLAT p ROOF APPLICATIONS Cn O z I- W W J COMPOSITE AND BREAK METAL r CORNICE DETAILS O W ; r�n y c EPDM RUBBER ROOF AT FLAT .o CLAD WINDOWS AND DOORS „ ��>';- !,� "��� L m CLAD DOUBLE HUNG WINDOWS ,( o STAINLESS STEEL W1RE C GUARD RAIL -------- ��,,�� (.>j ���► � -�� 11 (< � ) 0 M VERTICALLY ORIENTED G" NICKEL •�� ; � Y- �-a :,, N GAP COMPOSITE SIDING ALL TRIM DETAILS TO BE COMPOSITE/PVC TRIM BOARDS 10 CHANNEL BEVEL COMPOSITE SIDING 10" NICKEL GAP 8" NICKEL GAP COMPOSITE 51DING COMPOSITE SIDING Q V,� L: sk10 `� 8" NICKEL GAP IJ COMPOSITE SIDING CHANNEL BEVEL COMPOSITE ALUMINUM CURTAIN WALL _ � 51DING AT ENTRY s COMPOSITE AND ALUMINUM BREAK >f STUCCO 51DING AT N �Iil l� MET AL AT FLAT ROOFS l,a y BUILDING BASE y � 1 NO GLAZING IN THESE OPENINGS FOR VENTILATION ; I PURPOSES --To A PROPOSED ELEVATIONS 5CALE: 1/8" = 1'-0" CL O O W .� (1) E rn � oY � 12Q W C o � ALL TRIM DETAILS TO BE _ N a) COMP051TEIPVC MATERIALS C l) EPDM RUBBER ROOF AT FLAT ROOF APPLICATIONS Z 0 O Co T COMPOSITE TRIM PANEL 0 SYSTEM C: Cam, STAINLESS STEEL CABLE GUARD.-dp linirl Im I P InIF] v RAIL SYSTEM 8" NICKEL GAP COMPOSITE SIDING CLAD DOUBLE HUNG WINDOWS _1 m _ - -- -- 8" CHANNEL BEVEL COMPOSITE O SIDING 1 d - VERTICALLY ORIENTED G" NICKEL (V z GAP COMP051TE 51DING B PROPOSED TOWNHOUSE ELEVATION ALONG FRANKLIN STREET ©Fled BarnArchltecture SCALE: 1/8" = I'-0" PROPOSED ELEVATIONS A-2 . 1 • a RED BARN ARCHITECTURE 84 High Street Ipswich,MA 01938 978.595.6764 Project Name Condominium Development Description Proposed Elevations Scale: 118"=T-O" Date: August 10,2018 Drawn by: RMc Checked by: RMc 7-717777 i � I J \ V Q. P H F-1 il — 11 ET - \ tll 19 � m y I \�f N�gL l 7 Y! P I I A PROPOSED ELEVATIONS E "2 SCALE: 1/8" = I'-O" L C - O .> > Co oE. o Q LL EW of N N •— otS cC O '- CN Z 0 `- o `� m - f I fi , pin A M1 ID 11 �� IiII� I� II —_�� - I �! , � �� { l jII i6 I I — -= �► Isi B PROPOSED TOWNHOUSE ELEVATION ALONG FRANKLIN STREET ®Red Bam Architecture _2 SCALE: 1/8" = 1'-0" COLORED ELEVATIONS A-2 , 2 a RED BARN ARCHITECTURE 84 High Street Ipswich, MA 01938 978.595.6764 Project Name Condominium Development Description Sections Scale: 114"=V-0" Date: August 10,2018 Drawn by: RMc Checked by: RMc N N c a+ o v a u a o C Xx TOWNHOUSE BUILDING REDUCES MASSING AS IT STEPS UP a LLJ QD rV O U ' Lu o m C: - O E O L CL BRICK BUILDING ON OPPOSITE SIDE OF O FRANKLIN STREET o (1) ' Q Y (lf O N � Q i �\ / LL;;�% P E C6 CD z � cis O 0 O 0 (� a a° ° A d a a n° FRAN KLI N STREET PARKING LANDSCAPE SIDEWALK Q SECTION SKETCH ALONG FRANKLIN STREET 's.I SCALE: f 14" = P-0° ©Red Barn Architecture SECTIONAL RELATIONSHIPS A-3 . 1 RED BARN ARCHITECTURE 84 High Street Ipswich, MA 01938 978.595.6764 Project Name Condominium Development Description Sections Scale: 114*=V-0" Date: August 10,2018 Drawn by: RMc Checked by: RMc N 7 y c � o u a O G a yo � i--����/ �► ����� // / / ��i / j// i / i//�.-//// / i i �y // m ' \ ,� J �; ► rim �,v: V a TOWNHOUSE BUILDING REDUCES a <\ �� ,�� \� � ,� �\ MASSING AS IT STEPS UP ^ —P / z V V \ O le% , -IN LL— m O UJ 4-1 ► �, /, U Ln U-J CL �� I( T "�,y _, O I G �, C/) ���� O > II O E b U -� N E I� � �► '�ii., //, ,ice, / ° r tl � a eaa I� a a c ' d,. 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REVEAL AS SHOWN O — _ Ln ALUMINUM STOREFRONT — COMPOSITE AND ALUMINUM BREAK , .� a �( ,� fn WINDOW DOOR SYSTEM _t METAL AT FLAT ROOFS J ' ` ^��i f f r ' C a' / �- - -- ° COMPOSITE PANEL SYSTEM (MDO OR EQUAL FLAT SHEET PANEL � G CIO COMP051TE TRIM PIECES FORilH --� �`/ �I�I I' ` N RAISED PORTION OF PANEL JJ PE PE PE PE PE PE PE - j I O Q Jai r �® �•7 � � 7 �;®�'I y �� r i r r , r r _7 \ A PROP05ED ELEVATIONS -2 SCALE: 1/8" = I'-O" Project Key a) - .> > f) i Y � o i E C cis C: -1 Ft 1 �111F] l O 9 i L a III { i i 1 i 4 ti. a , • n ° 'Am MN ° NOTE: SEE RENDERINGS AL50 PROVIDED WITH THIS SUBMISSION. INTENT 15 FOR MID-RISE BUILDINGS PROPOSED ELEVATIONS TO BE DETAILED SIMILARLY TO EACH OTHER. 0 Red Bam Architecture - SCALE: I/8" = I'-0" TOWNHOUSE BUILDINGS TO BE DETAILED SIMILARLY TO EACH OTHER AS WELL PROPOSED ELEVATIONS A-2 . 3 SITE PLAN REVIEW FLOOD HAZARD OVERLAY DISTRICT SPECIAL P RMIT for NORTH RIVER CONDO MINIUM DEVELOPMENT _Arm' �4+ .-'I Sn� ROBERT 9 H. + GRIFF CIVIL o #36686 JUN 2018 16 ) 18 20R FRANKI IN STREET Owner rawings . Juniper Point Investment Co, LLC is o & Applicant: 130 Bay view Avenue CIVIL Salem, MA 01970 � ��, G � � � ,� Cover 978-767-3858 . : �? t� , C-1 Notes } C-2 Existing Conditions Site Plan Engineer: Griffin Engineering Group, LLC o :S -� � C-3 Proposed Site Layout 495 Cabot. Street, 2nd Floor ��� � `� �`�� �� �� -�-� � ��� �x C-4 Proposed Sewer & Water Beverly, MA 01915114`�yProposed -5 Grading & DrainageC ( )978 927-511 -1 } ��. �� � C-6 Proposed Gas & Electric Plan C-7 Fire Truck Path C-8 Landscaping Plan Surveyor: North Shore Survey Corp. C-9 Photometric Plan 14 Brown Street = P 114 � C- 10 Demolition Plan Salem MA 01970 � ,.= > �s���� ¢r- � �, �� o�� ,� = ✓j y 10 m: D-1 Detail (978)744-4800 kFA :.-- ; 107. ' ; - 114m_ D-2 Detail 11 > 107 _ ■ fr y o _ \ p RAL�STREET Architect: Pitman & Wardley Associates, LLC Red Barn Arch. o o , �E:. _ - ,: E1 _ �--_- _ D-3 Detail III � 32 Church Street 84 High Street R1�ER sTREFT �� STREET - D-4 Detail IV DEP JUN282918 , MA 01936 Salem, MA 01970 Ipswich COMMUNITY DE ELO MENT 978-744-8982 978-595-6764 LOCUS MAP 1 " = 800' GENERAL NOTES: EROSION CONTROL NOTES: UTILITY NOTES: 1) THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING 1) THE LIMIT OF THE WORK LINE FOR THE PROJECT SHALL BE THE SAME AS THE LIMIT OF THE WORK NECESSARY FOR 1) ALL WA TER LINES ARE TO BE INSTALLED WITH A MINIMUM OF FIVE FEET OF COVER AND A MAXIMUM OF SIX FEET OF UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON THE RECORDS OF VARIOUS PLANS AND GRADING OR UTILITY PURPOSES NO WORK SHALL OCCUR BEYOND THESE LIMITS OR BEYOND THE LIMITS DEFINED BY THE COVER EXCEPT AS NOTED, DETAILED OTHERWISE, OR REQUIRED BY THE CONTROLLING MUNICIPAL AUTHORITY. A WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED ON AS BEING HAYBALE/SILTFENCE. VARIATION IN THESE DEPTHS IS PERMITTED (IF ALLOWED BY CONTROLLING MUNICIPAL AUTHORITY) WHERE REQUIRED TO EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE AVOID CONFLICTS WITH OTHER U77LI7IES HOWEVER, CONTRACTOR IS REQUIRED TO INSTALL WATER LINES AND FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY 2) ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE. WITH THE APPURTENANCES IN ACCORDANCE WITH LOCAL REQUIREMENTS OF THE CONTROLLING MUNICIPAL AUTHORITY, INCLUDING COMPANIES, GOVERNING PERMITTING AUTHORITIES, AND "DIG SAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION BUT NOT LIMITED TO CLEARANCES, BEDDING, BACKFILL INSULATION, ETC. ANY VARIATION FROM THE PLAN LAYOUT WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE ENGINEER OF RECORD SHALL BE NOTIFIED IN WRITING MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS, DATED MARCH 1997,AS AMENDED, AND ALL LOCAL MUNICIPAL REGULATIONS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO INSTALLATION. OF ANY UTILITIES INTERFERING WITH PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION WILL BE TAKEN BY THE ENGINEER BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE 2) GENERALLY, WATER LINE FITTINGS IDENTIFIED ON THESE DRA WINGS ARE SHOWN FOR INSTALLATION LOCATION CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON W EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIORORK OR EARTHWORK OPERATIONS AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION, AND REMAIN IN PLACE,THE COMMENCEMENT OF ANY SITE PURPOSES THE CONTRACTOR SHALL NO7E THAT NOT ALL FITTINGS REQUIRED FOR THE WORK ARE NOTED, SHOWN, OR W THESE PLANS UNTIL ALL SITE WORK IS COMPLETE AND GROUND COVER IS ESTABLISHED. INDICATED. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR HORIZONTAL AND VERTICAL CONTROL OF ALL SYSTEM 4) ADDITIONAL EROSION CONTROL MEASURES MAY BE DEEMED NECESSARY BY THE ENGINEER OR THE MUNICIPALITY AT 3) ALL WATER LINE FITTINGS, TEES, ETC. SHALL BE RESTRAINED WITH CONCRETE THRUST BLOCKS, MEGALUG RESTRAINED COMPONENTS. NO ADDITIONAL COST TO THE OWNER. JOINTS, BOLTED—FLANGED CONNECTION OR TIE—RODS PROVIDE JOINT RESTRA TIN DETAILS TO ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND APPROVAL. JOINT RESTRAINTS REQUIRED WITHIN 20' OF ALL BENDS, TEES, PLUGS, AND 3) SAFETY MEASURES, DAY—TO—DAY CONTROL OF WORK AND CONSTRUCTION METHODS SHALL BE THE SOLE 5) THE EROSION CONTROL MEASURES SHOWN ON THESE DRAWINGS ARE REPRESENTATIVE OF A SINGLE STAGE OF VALVES RESPONSIBILITY OF THE CON TRA C TOR. CONS7RUC T/ON. THE CON 7RA C TOR SHALL BE RESPONSIBLE FOR THE SITING, REL OCA T/ON, AND A UGMEN TA T/ON OF EROSION CONTROL DEVICES INCLUDING HAYBALES, SILTFENCE, DRAINAGE SWALES, TEMPORARY SEDIMENTATIONS BASINS, 4) A MINIMUM OF 10 FEET CLEAR HORIZONTAL SPACE SHALL BE MAINTAINED BETWEEN SANITARY SEWER MAINS AND 4) IN CASES WHERE LEDGE OR BOULDERS ARE PRESENT THE ENGINEER WILL NOT BE RESPONSIBLE FOR ASSURING CRUSHED STONE, ETC. THE CONTRACTOR SHALL ANTICIPATE AND MODIFY EROSION CONTROL MEASURES BASED ON WATER MAINS WHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET TO A WATER MAIN, THE WATER THE AMOUNT OF ROCK TO BE ENCOUNTERED. PAST AND CURRENT WEATHER CONDITIONS, SEASON AND EXPECTED FUTURE CONSTRUCT70N ACTIVl77ES, AS THE PROJECT MAIN SHALL BE LAID IN A SEPARATE TRENCH AND THE ELEVATION THE CROWN OF THE SEWER SHALL BE AT LEAST 18 PROGRESSES AND SITE DRAINAGE CONDITIONS CHANGE. IN THE EVENT THAT INSUFFICIENCIES IN THE EROSION CONTROL INCHES BELOW THE INVERT OF THE WA TER MAIN. 5) GRADES, BOTH EXISTING AND FINISHED, ARE INDICATED ON DRAWINGS THE LLC THAT WILL HOLD THE CONTRACT PRACTICES ARE IDENTIFIED BY THE OWNER, OR AN AGENT FOR THE OWNER, THE CONTRACTOR SHALL BE RESPONSIBLE AND/OR ENGINEER ARE NOT RESPONSIBLE FOR EXISTING GRADES SHOWN ON DRAWINGS CONTRACTOR SHALL FOR REPAIRING, SUPPLEMENTING, RELOCATION, OR OTHERWISE PROVIDING EROSION CONTROLS AS NECESSARY AT NO 5) DOMESTIC WATER SERVICES 2.5" AND SMALLER SHALL BE TYPE K COPPER TUBING OR PLASTIC TUBING AND SHALL CHECK ALL AREAS WHEREIN GRADES ARE SHOWN TO SATISFY HIMSELF AS TO ACTUAL CONDITIONS AND ADDI T70NAL COST TO THE OWNER. BE INSTALLED WITH APPROPRIA TEL Y SIZED CORPORA 77ON STOP WITH APPROVED SADDLE, CURB STOP, AND BOX. INCORPORATE ANY DISCREPANCIES DISCOVERED. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ALL 6) STOCKPILES SHALL BE SURROUNDED WITH STAKED HAYBALES AND OR SILTATION FENCES TO PREVENT AND OR 6) ALL WATER MAINS 3" OR LARGER SHALL BE CEMENT LINED DUCTILE IRON — CLASS 52, AND SHALL BE INSTALLED CONTROL POINTS AND MARKINGS NECESSARY FOR THE WORK. PRECAUTIONS SHALL BE TAKEN TO PRESERVE CONTROL SILTATION AND EROSION. THE LOCATION OF THE STOCKPILE AREAS MAY BE MODIFIED AS APPROVED BY THE WITH APPROPRIATELY SIZED FITTINGS AND GATE VALVES. MATERIALS OUTSIDE THE LINE OF LIMIT OF WORK IN THE MOST UNDISTURBED CONDITIONS POSSIBLE. ON—SITE EROSION CONTROL MONITOR. TOPS OF STOCKPILES SHALL BE COVERED IN SUCH A MANNER THAT STORMWA TER 6) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL WASTE MA TERIAL AT AN APPROVED SITE. DOES NOT INFIL TRA TE THE MATERIALS AND THEREBY SUCCEED IN MAKING IT UNSUITABLE FOR FILL USE. 7) DOMESTIC WATER SERVICES SHALL BE INSTALLED WITH APPROPRIA TEL Y SIZED GATE, BOX AND TEE FITTINGS. BURIAL OF WASTE MATERIAL ON—SITE IS NOT PERMITTED. 7) EARTHWORK ACTIVITY ON THE SITE SHALL BE DONE IN A MANOR SUCH THAT RUNOFF IS DIRECTED TO TEMPORARY 8) ALL WA 7ER MAIN APPURTENANCES, MATERIALS, METHODS OF INSTALLATION AND TESTING REQUIREMENTS SHALL MEET. 7) THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES FROM ON—SITE CONSTRUCTION ACTIVITIES AND REMOVE DRAINAGE SWALES AND SEDIMENTATION BASINS OR EXCEED ALL LOCAL MUNICIPAL REQUIREMENTS. ANY SEDIMENT OR DEBRIS DEPOSITED THEREON IMMEDIATELY. 8) HAYBALE FILTERS AND/OR FILTER BAGS SHALL BE PLACED AT ALL EXISTING & PROPOSED CATCH BASINS SUBJECT TO 9) PRESSURE AND LEAKAGE TEST DISINFECTION AND FLUSHING SHALL BE IN ACCORDANCE WITH ALL LOCAL MUNICIPAL STORMWA TER RUN—OFF FROM PROPOSED EARTHWORK AREAS DURING CONSTRUCTION, OR AS DIRECTED BY THE STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH U77LITY 8) DRAINAGE GENERATED AS A RESULT OF DEWATERING SHALL BE DISCHARGED TO EXISTING DRAINAGE COURSES OWNER/ENGINEER. NO SEDIMENTS SHALL ENTER THE ON—SITE OR OFF—S11E DRAINAGE SYSTEM AT ANY TIME. FILTER TESTS, FLUSHING AND INSPECTION AS REQUIRED BY THE LOCAL MUNICIPALITY. WITH PROPER FIL TRA TION AND EROSION CONTROL MEASURES. DISCHARGE ONTO PAVEMENT OR PRI VA TE PROPERTY BAGS SHALL BE INSTALLED INSIDE CATCH BASINS IN HIGH TRAFFIC AREA WHERE HAYBALES WILL INTERFERE WITH SHALL NOT BE ALLOWED. TRAFFIC. 10) PRIMARY WATER METER AND BACKFLOW PREVENTED SHALL BE LOCATED AT THE POINT WHERE THE WATER LINE ENTERS THE BUILDING UNLESS OTHERWISE NOTED OR DETAILED ON THE DRAWINGS 9) IF ANY PART OF THIS DESIGN IS TO BE ALTERED IN ANY WAY, THE ENGINEER AS WELL AS THE APPROVING 9) ALL EROSION CONTROL MEASURE SHALL BE ROUTINELY INSPECTED, CLEANED AND REPAIRED OR REPLACED AS AUTHORITIES SHALL BE NOTIFIED /N WRITING BEFORE CONS TRUC T/ON. NECESSARY THROUGHOUT ALL PHASES OF CONS TRUC T/ON. INSPEC T70NS SHALL TAKE PLACE AT LEAST ONE A WEEK AT 11) ALL GRA V/TY SEWER PIPES SHALL BE POL YON YL CHLORIDE PIPE (PVC) SDR35 UNLESS NOTED OTHERWISE. THE END OF THE WORKWEEK, PRIOR TO WEEKENDS AND WHEN PRECIPITATION IS FORECASTED. DEFICIENCIES OF ANY 10) THE CONTRACTOR SHALL NOTIFY THE MUNICIPAL PLANNING AND ENGINEERING STAFF AT LEAST 48 HOURS PRIOR KIND SHALL BE CORRECTED PRIOR TO THE EXPECTED PRECIPITA77ON OR PRIOR TO LEAVING THE SITE FOR THE WEEKEND. 12) A MINIMUM OF 18" CLEARANCE SHALL BE MAINTAINED WHERE WATER MAINS CROSS STORM DRAIN LINES. TO THE COMMENCEMENT OF CONSTRUCTION. INSPECTIONS SHALL ALSO OCCUR AFTER EACH RAINFALL EVENT OF GREATER THAN 0.5" OF RAINFALL AND DEFICIENCIES CORRECTED DURING THAT WORK DAY 13) WHERE WA 7ER MAINS CROSS OVER SEWER LINES WITH LESS THAN 18" VERTICAL CLEARANCE, AND WHERE WA TER 11) UNLESS OTHERWISE NOTED, COMPACT ALL LAYERS TO 95 % MODIFIED PROCTOR. MAINS AND SERVICES CROSS BENEATH SEWER LINES, SEWER LINE AND WATER LINE SHALL BE CAREFULLY ENCASED IN 10) ALL PROPOSED SLOPES (EXCLUDING RIP-RAP SLOPES) STEEPER THAN 5. 1 AND ALL SLOPES REGARDLESS OF SLOPE CONCRETE. ENCASEMENT SHALL EXTEND FROM PIPE SURFACES A MINIMUM DISTANCE OF 8" ALL AROUND AND WITH AN OVERALL CHANGE IN GRADE GREATER THAN 10 FEET FROM TOP TO BOTTOM SHALL BE STABILIZED WITH ENCASEMENT SHALL EXTEND ALONG EACH PIPE A MINIMUM DISTANCE OF 10 FEET FROM THE OTHER PIPE AS MEASURED EROSION CONTROL MATTING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY DAMAGE TO PROPOSED NORMALLY FROMM ALL POINTS ALONG THE PIPES. PARKING AND TRAFFIC CONTROL NOTES: SLOPES (SLOUGHING, EROSION, ETC.) THAT RESULT DURING CONS7RUCT7ON, AND INSTALL EROSION CONTROL MATTING AS 1) HANDICAP ACCESSIBLE PARKING SPACES SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICANS WITH DIRECTED BY THE ARCHITECT/ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 14) PROPOSED SEWER SERVICES SHALL BE 6" SDR35 PVC PIPE WITH A MINIMUM SLOPE OF 0.02 FT/FT. DISABILITIES ACT (ADA) OF JANUARY 1992, AS AMENDED, AND MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 11) THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL HAYBALES, EX7RA SILTATION FENCING, A 15) PROPOSED GAS SERVICE LOCATIONS SHALL BE DETERMINED BY THE GAS COMPANY. THE CONTRACTOR SHALL REGULATIONS. STOCKPILE OF CRUSHED STONE, EXTRA FILTER BAGS OR ANY OTHER ITEM SPECIFIED HEREIN FOR EROSION/SEDIMENT CONFIRM WITH THE GAS COMPANY THAT GAS LINES INSTALLATIONS SHALL BE BY 7HE LOCAL GAS COMPANY. THE CONTROL FOR INSTALLATION AT THE DIRECTION OF THE ENGINEER OR OWNER'S REPRESENTATIVE TO MITIGATE ANY CONTRACTOR SHALL GIVE THE GAS COMPANY ADVANCE NOTICE OF WHEN THE GAS LINE CAN BE INSTALLED. THE 2) ACCESSIBLE PARKING DESIGNATED WITH A "V" SHALL BE SIGNED AS "VAN ACCESSIBLE" PER ADA 4.1.2.5B. EMERGENCY CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION, EXCAVATION, BACKFILL AND E COMPACTION FOR THE GAS LINE. No Date Description 3) ALL CURBING SHALL BE 6" VERTICAL FACE GRANITE UNLESS NOTED OR DETAILED OTHERWISE. 12) THE AREA OR AREAS OF ENTRANCE AND EXIT SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING Revisions OR FLOWING OF SEDIMENT OFF OF THE PROJECT SITE. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF THE 16) ELECTRICAL AND TELEPHONE SERVICES SHALL BE COORDINATED AND SCHEDULED WITH THE APPROPRIATE UTILITY 4) ALL LIMITS OF PAVING SHALL BE CURBED UNLESS DETAILED OTHERWISE. PROJECT SITE MUST BE REMOVED IMMEDIATELY. COMPANY SERVICING THE PROJECT SITE. 5) ALL STANDARD PARKING SPACES SHALL BE 9' IN WIDTH BY 19' IN LENGTH AND PARALLEL PARKING SHALL BE 22' IN 13) ANY DEWATERING REQUIRED ON THE SITE SHALL DISCHARGE INTO A TEMPORARY SILT REMOVAL BASIN. 17) THE PRIMARY ELECTRICAL AND TELEPHONE DISTRIBUTION SYSTEMS ARE SHOWN GRAPHICALLY FOR COORDINATION LENGTH. PURPOSES. ALL ASPECTS OF THE THESE SERVICES SHALL BE DESIGN/BUILD BY 77-IE CONTRACTOR IN ACCORDANCE WITH / 14) STREET SWEEPING SHOULD BE CONDUCTED ONCE PER MONTH DURING THE LATE SPRING, SUMMER AND EARLY FALL ALL LOCAL, STATE, FEDERAL, AND UTILITY COMPANY STANDARDS AND CODES. ALL COSTS AND FEES ASSOCIATED WITH c 6) THE MINIMUM WIDTH OF AISLES PROVIDING ACCESS TO STALLS FOR TWO-WAY TRAFFIC SHALL BE 24: MINIMUM WIDTH SEASONS. PROVIDING THESE SERVICES INCLUDING BUT NOT LIM17ED TO FURNISHING AND INSTALLING ALL STRUCTURES, EQUIPMENT, Q OF AISLES PROVIDING ACCESS TO STALLS FOR ONE-WAY TRAFFIC SHALL BE 12' WIDE FOR PARALLEL PARKING STALLS, CONDUIT, WIRING, POLES, TRANSFORMERS, PADS, PERMITS, EASEMENTS, ETC. NECESSARY TO BRING THESE SERVICES TO 11' WIDE FOR 30PARKING STALLS, 13' WIDE FOR 45• PARKING STALLS, 18' WIDE FOR 60• PARKING STALLS, AND 20' WIDE 15) DUST GENERATED MUST BE MINIMIZED BY THE USE OF WATER TRUCKS AS NECESSARY. DURING CONSTRUCTION, THE BUILDING SHALL BE COORDINATED WITH THE OWNER AND IS THE RESPONSIBILITY OF THE CONTRACTOR UNLESS ��� ROBERT ,9G FOR 90• PARKING STALLS DUST CONTROL ON MAJOR TRAVEL AREAS MAY USE CALCIUM CHLOR/DE IN ACCORDANCE WITH SEC. 440 OF MASS. SPECIFIC ARRANGEMENTS ARE MADE WITH THE OWNER IN WRITING PRIOR TO ACCEPTANCE OF THE BID. THE BUILDING ' � H. GRIFFIN DEPART. OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. THE USE OF CALCIUM CHLORIDE CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING WIRES AND CONDUIT FROM 10' OUTSIDE THE BUILDING TO THE e CIVIL 9 #36686 7) ALL PAVEMENT STRIPING SHALL BE PAINTED WITH 2 COATS OF PAINT. THE CONTRACTOR SHALL ALLOW A MINIMUM WILL BE COORDINATED WITH BCC OR THEIR DESIGNEE PRIOR TO APPLICATION. AREAS IN CLOSE PROXIMITY TO WETLANDS BUILDING ELECTRICAL ROOM. `� s OF 24 HOURS BETWEEN COATS OF PAINT UNLESS THE PAINT MANUFACTURER REQUIRES LONGER IN WHICH CASE THE AND OF LESSER USE ARE TO BE TREATED WITH WATER FOR DUST CONTROL. MANUFACTURER'S REQUIREMENTS SHALL GOVERN. 18) ALL PIPING WITHIN 10' OF THE BUILDING SHALL CONFORM TO MASSACHUSETTS BUILDING CODE, PLUMBING CODE, OR ELECTRICAL CODE, AS APPROPRIATE. •/3• �� 8) CONTRACTOR SHALL REFER TO ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS 19) ALL UTILITY WORK TO MEET CITY OF SALEM OR UTILITY PROVIDER REQUIREMENTS. CONTRACTOR TO COORDINATE W/TH UTILITY COMPANY AS NEEDED TO ENSURE FUNCTIONING, COMPLIANT SYSTEMS ARE INSTALLED IN A TIMELY MANNER. 9) ALL TRAFFIC CONTROL SIGNS AND MARKING ARE TO CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES. � 20) EXISTING W4 TER GATE VALVE LOCATED AT THE INTERSECTION OF FRANKLIN STREET AND FRANKLIN COURT SHALL BE TESTED TO SEE IF OPERA TIONAL. IF NOT OPERA TIONAL, ADD A THIRD WA TER GA TE VAL VE A T THE PROPOSED WA TER Griffin MAIN CONNECTION. En ineerin GRADING & DRAINAGE NOTES: g g 1) ALL CATCH BASINS SHALL BE EQUIPPED WITH A GAS/OIL HOODS ON THE DISCHARGE PIPE AND SHALL HAVE A 4' 21) FIRE FLOW TEST SHALL BE CONDUCTED AND RESULTS PROVIDED TO THE CITY ENGINEER PRIOR TO ISSUANCE OF A Group, LLC DEEP SUMP IN ACCORDANCE WITH THE MASSACHUSETTS STORMWA TER MANAGEMENT POLICY. BUILDING PERMIT. 22) EXISTING DRAIN MANHOLE EDMHIA SHALL BE UNCOVERED, RAISED, AND LOCATED PRIOR TO ISSUANCE OF DEMOLITION 495 Cabot Street, 2nd Floor 2) ALL ROOF LEADERS PIPES WITHIN 10 OF THE BUILDING SHALL BE CAST IRON TO CONFORM TO MASSACHUSETTS PERMIT. PROPOSED 20-FT WIDE DRAINAGE EASEMENT SHALL BE UPDA7ED IF NECESSARY BASED ON LOCATION OF Beverly, MA 01915 BUILDING CODE AND PLUMBING CODE. ALL ROOF LEADERS PIPES BEYOND 10' OF THE BUILDING SHALL BE SDR35 PVC EDMHIA. DRAIN EASEMENT PLAN AND DEED SHALL BE SUBMITTED TO CITY PRIOR TO ISSUANCE OF BUILDING PERMIT. PIPE. Tel. 978-927-5111 23) ARCHITECT TO PROVIDE BUILDING PLUMBING PLANS BEFORE ISSUANCE OF FOUNDATION PERMIT SHOWING GARAGE AND Fax: 978-927-5103 3) ALL PIPING WITHIN 10' OF THE BUILDING SHALL CONFORM TO MASSACHUSETTS BUILDING CODE, PLUMBING CODE, OR ROOF DRAINS. ELECTRICAL CODE, AS APPROPRIATE. 4) PLACE 4" LOAM AND GRASS LAWN SEED MIXTURE (200 LB/ACRE), STARTER FERTILIZER 19-19-19 @ 400 LB/ACRE, JUNIPER POINT DRY MAGNESIUM LIME AT 2,000 LB/ACRE, AND HEAVY BLANKET OF STRAW MULCH (2,000 LB/ACRE MINIMUM) OVER ALL INVESTMENT CO, LLC DISTURBED AREAS UNLESS SHOWN OTHERWISE. GRASS AREAS TO BE MAINTAINED, WATERED AND MOWED UNTIL ACCEPTANCE. 16-18-20R FRANKLIN ST 5) ALL WALKS AND PAVEMENT TO HAVE A MAXIMUM RUNNING SLOPE (IN DIRECTION OF TRAVEL) OF 4.97. AND A SALEM, MA MINIMUM CROSS-SLOPE OF 1% AND MAXIMUM CROSS-SLOPE OF 2.9 (1.59 TYPICAL) IN ALL TRAVEL AREAS. IF SPOT ELEVATIONS SHOWN ON PLANS CONFLICT WITH THE SLOPES SHOWN, THE SLOPES SHALL GOVERN. PLAN NOTES SQ91Z As—shown Job No. File Name: p/pro/salem C- 1 DdC 6/13/18 MEAN HIGH WATER - - - - ELEV. 4.0 NORTH RIVER / '2 _ _ - _ _ t 2` _ TOP OF COASTAL BANK L E G E ' N ' D (TID AL) EROSION / ' i 3 M - - 3 -.__ PROPERTY LINE CONTROL w - - - - HIGH WATER LINE / _5_.� _ - _ \ HISTORICAL H G 6 �� - - - \ 5 -_--�` -7- - CONTOUR off r BUILDING 4 It 143.85' - \ ` *I-- 3� _.. - .. -..- ..- .. - ..- EDGE OF PAVEMENT I - - � `�6s� \ ___-.. _ . . -.. - _= =.. = CURB / 8 � � v�, \ My�, \ � � -- - - - - - - - -- GRAVEL -7- - - c \ 0 X X x CHAINLINK FENCE OVERHEAD WIRES W WATER LINE / O \ MW � Nc ` �� �� S SEWER LINE CP _ 0 �' \ \\ p DRAIN LINE 15"VC / 'S/ � + \)\ �"� _ /_ CH91 yvpUZ _ ` ® CATCH BASIN DISCHARGE / h ��' _ 62.7 FROM ` INV=-1.2f / \ % �� - M MHW QD DRAIN MANHOLE / � \ -� -'C �' - - - - - - - _ - _ - GRAVEL ` ;� �S SEWER MANHOLE S31. ZAUTOMOBILE W \ UTILITY POLE ,�" -� `-GRAVEL 1830" M oMW MONITORING WELL � / �/ 1 / 28 - JUNKYARD �� •- �. l ' (TIE NE � 3 ° ]6" TREE W/CALIPER N i � LINE) S O M ' � / `�,� •/ E) / D GAS LINE --- 7 5.13 / - WDUZ _ WATER DEPENDENT USE ZONE �_ � �� L, �co h _ - - - TOP OF COASTAL BANK CB/D �� , / // �� 24/j4, MHW MEAN HIGH WATER LINE mJ'L'/ / / > 11000, - 100' BUFFER x(�c4 \p / I /' PAVE ENT I �• off .0 MW x O I / ' GRAVEL/DIRT 0-0 � c ♦'9Q� // �0 ti / PLAN REFERENCES & NOTES: s I '� o , ��y� ♦ / 1) RECORD OWNERS 16, 18 & 20R FRANKLIN STREET n I o T- 12" 20" / N -7 ��y,L EDWARD FERRIS, INDIVIDUALLY AND AS TRUSTEE OF FERRIS TRUST 1 �• I co � � 16" 21 NAPLES ROAD, SALEM, MA 8 O /' / ESRD DEED: BK, 8042, PG. 227-240 20" �` " , � 12 » 12" O I �� 16" » / I 16 //� 8 2) ESRD RECORD PLANS: 18 I i / - ° 4" 24" / ., / I a 12" - PLAN BOOK 218, PLAN 78 = PLAN 450 OF 1952 o � �•l� <� � � / ~. 18& 20R FRANKLIN ST �• ''•• I �, - PLAN 394, PLAN 12 PLAN 342 OF 1948 ' I '' 12„ �' , ZPAVEME _ '' / J - PLAN 70 OF 1959 MAP 26, LOT 400 & 401 NT--� / 80 d' I� 12"# 51,621f SF " x I » ", . ,.� •,\ , / 14 3) CITY OF SALEM ASSESSORS MAP 26/LOT 400 (20R FRANKLIN ST), MAP 26/LOT 401 1 go' 1 �� i 24' 12 4 ' ` / (18 FRANKLIN ST), & MAP 26/LOT 402 (16 FRANKLIN ST). ? �- / x \ '4 16FANK.L/NST " \ I 20" 24 1 '"'� MAP/26�,/LOT 402 // 14 4) WORK IS LOCATED IN THE NORTH RIVER CANAL CORRIDOR (NRCC) & FLOOD HAZARD o I 12" �* » - ' ' - ' - -- , , - , , - , , - , , 21,5©Ot SF 20" OVERLAY DISTRICT (FHOD). No Date Description 24 \ I 12 y 14" I ` 14» 10" \ I J '\ r GRAVEL/DIRT y '� / / l/ 8" 5) CITY OF SALEM FEMA FLOOD INSURANCE RATE MAP (#25009CO419G, JULY 16, 2014) Revisions C X I > �� 6» 10'' . �• // G INDICATES THAT THE SITE IS LOCATED WITHIN A ZONE AE W/TH BASE ELEVATION OF 10-FT \I ¢ Go i / / (NA VD88). ' � 92 O '1 " O to AUTOMOBILE / / // �p , } ,�L� 6) EXISTING CONDITIONS SURVEY BY NORTH SHORE SURVEY CORPORATION, 14 BROWN 12" 11 9 Iw\ o M. / I JUNKYARD / / ���O } �o�'„'` STREET, SALEM, MA, IN APRIL 2017. 12" ` w \ / 7) SOME EXISTING UTILITY INFORMATION, TREES SHOWN IN FURLONG PARK AND STRUCTURE o I X \ � - / I / ,� ON 14 FRANKLIN STREET MAPPED BY GRIFFIN ENGINEERING. ROBERr 9 FIN i. W \ IQ rDIN DISPUTE (In- ' CIVIL -- '�10 �PR�k 8) ELEVATIONS ARE ON THE NAVD88 DATUM. a� #36686 � ;KM - \ 857f SF �,� /� J ° /CH I�Vq STORI I �! O 1 ' \ J , / / �/ I 4'� ER'Cl�� 9) TOP OF COASTAL BANK DELINEATION BY SUSAN ST. PIERRE, CONSULTANT. oo 20" M W 7 / 24" o 10) UNDERGROUND UTILITIES ARE SHOWN BASED ON FIELD LOCATIONS AND PLANS OF �o •/3' OPERATING AUTHORITIES. THE UTILITIES SHOWN ON THE PLAN SHOULD BE CONSIDERED 9„ \ y' �. /' // UNDERGROUND AND DIAGRAMMATIC ONLY 14 6 \ ' \ GRAVED/DIRT \ / / lA 0 10" " „� 2-STORY 11) HISTORICAL WATER LINE SCALED FROM MASS. GlS ONLINE MAPPING TOOL (OLIVER). MAP 261, LOT 471 10 �/ 1 \ ` ,� /' / / METAL FRAME CITY OF SALEM X J 1 y /•',// »16o BUILDING ) Griffin "FURLONG PARK" 15 ° / 10 ' / / / g 12 REFER TO SHEET C-1 FOR ADDITIONAL NOTES. 20 FRANKLIN ST MW 20" Engineering ZONE: CONSERVATION » \ 11 0 1 �' \\ 4ZP Group, L.L.0 USE: PUBLIC PARK 10 24, I ,`,, - - _ - ,� \ / MAP 26, LOT 403 o I .� 12 N/F 495 Cabot Street, 2nd Floor or . / I / CRAIG C. BURNHAM, TRUSTEE 18" j I o W \ i 0 FRANKLIN STREET REALTY TRUST Beverly, MA 01915 o x I 1 / - --� I / 14 FRANKLIN ST r PAVEMENT ....F-. • / » » I ZONE: NRCC Tel: 978-927-5111 E MH17.84 1 \ wl 4• 6 I USE: COMMERCIAL Fax: 978-927-5103 151PI(a)=-0.06 0 1� 1 /,off \� // -Z _ �--1 ,m 16» I(b)=-2.21 } " » I(c)=-2.26 1 �6Z \ �„� �o5' -` 12 _ 1 STORY \ .tr•r� » JUNIPER POINT 18"1 / _ „ COMMERCIAL • I 8 16 ECB1 100 10�'BVFFER ° 1 / 10 • ;:.,' • \ R=7.so INVESTMENT CO, LLC 1 ,'�" ,8 16-18-20R FRANKLIN ST I a =4.15 _-x 6' 00 r`. I(b)=4.05 40 - \ ( l°' SALEM MA NZ%',3 Icv t53�"EDMH1 _ _ . - g�0„E , _ 6 0.1g_\E » 1 » q" I Z ECB2 x ` R=8.28 �I BIT. �� 0' _ '' _''' --- _ xli R=7.64 I(a)=0.0 D- . - _-- »,l = X X _ 1=5.14 ESMH2 CONC. I(b)=1.40 1 � 0„� D - ECB1 e S c 1S5" CPP b�' -0�_�/� _ - - - R=8.31 q' 35 \ a sG S S CP -[�" _-- - 8 I--2.34 EDMH2 No s ' 24 -. _ - _ EXISTING R=8.28 ' S=o.o5% -� --�--__ - I(a)=3.13 �' �..� ' 's` 10 � t ESMH1 S CONDITIONS PLAN 1(b)=2.0 I(c)=2.9 / EON`NSS . S b D '5 + ao W 12yv GRAPHIC SCALE I(d)=0.28 uFFER Np PC o�R S EDMHi ° :G �-- G FRANKLIN zo o ,0 20 ,o so °8 PVEj D� _ G STREET Sc� 1 =20 Sp `N EDMH 18 vc D Dimmi 18" �D �„ RCP S 9 / �2~/ $°Gc o �� .�DMH3 _ - .._ . _ _ _ •�. .T C - D I OWN EDMH4 ( IN SET ) J4 2 W ASK R-7.96 oHu -- . - p R=8.85 C- 2 1 /S -� ANC I(a)=2.17 ECB4 oHu - - _ D i inch = 20 ft File Name: p/Pro/salem C ECB3 I(b)=3.56 R=7.69 D R-7.75 I(c)=2.06 1=3.69 Q_d% 6/13/18 / I=3.50 _ MEAN HIGH WATER GRANITE ELEV. 4.0 NORTH RIVER BENCH (TYP. OF 6) TOP OF COASTAL BANK SHEET NOTES.- (TIDAL) W MHw 1) WORK IS LOCATED IN NORTH RIVER CANAL CORRIDOR (NRCC) & FLOOD HAZARD M OVERLAY DISTRICT (FHOD) �- - - - _ 2) THE PARKING LOT & GARAGES PROVIDES 65 PARKING SPACES, WHICH IS 1.54 SPACES / - - \ PER RESIDENTIAL UNIT. 3) REFER TO SHEET C-1 FOR NOTES. .�� cONcRFT ` Myw 4) ALL CURBING SHALL BE 6" VERTICAL FACE GRANITE UNLESS NOTED OR DETAILED F B�0ck OTHERWISE. \ _ , 5) ALL WALKWAYS ADJACENT TO THE PROPOSED BUILDINGS AND PARKING AREA SHALL BE CONCRETE UNLESS NOTED OR DETAILED OTHERWISE. 700 LANDSCAPED PUBLIC SST \ ACCESS AREA '9ej DSCAPED PUBLIC ACCESS AREA - — - — - - - - - L• E • G • E • N • D PROPERTY LINE / AO z EDGE OF PAVEMENT - CURB� SNOW r / - - - - -• - STORAGE , (530f SF) x x x CHAINLINK FENCE , , , : ,. • cy oMW MONITORING WELL CB/D v i _ - - - _ - - _: .==:_ �wp�Z - WDUZ _ WATER DEPENDENT USE ZONE _ - - - - " 0,00� • • _ SNOW ♦ - - - TOP OF COASTAL BANK / ELEC. ROOM / STORAGE MHW MEAN HIGH WATER LINE 1100000 - 1009 BUFFER f_ 700- ` \ PROP. BUILDING QW tom; -� 7 � - - - - - _ — �. - •: ° ° ❑ ° °° 4 �0O, N, PROP. EDGE OF PAVEMENT i• a ° TURF °�' \'`.p0 PROP. VERTICAL GRANITE CURB - ll / �° a' CONC. 0BLOCK °/ 'a a o�'� 12 19.0 \'�i0 ��,Q PROP. WALK \ n BIKE :.. A o o ❑ o ''- 20.o o RACK / i 000101 -+ S 2n / . LOARDIANG 4 ❑ `,= 19.0' 12 UNITS 9'x19, PROP. PARKING STALL SNOW ( ) \�q'L d STORAGE • - - - - FLATS \� (450±SF) `- $ PROP. PARKING COUNT : BIT. C O 12 UNITS (FLATS) CONC. SNOW + \ �rn� -• ELEC. ROOM STORAGE SNOW .i: •-' BIKE PROP. STAMPED ASPHALT (500tSF) ; - - GC� 1.0 STORAGE A d a RACK (200±SF) _5 PROP. 6' 000 • - FENCE ;y .a • - ' : L=325'f STAMPED A CONC.OR _.CONC; - 100000000000 ° ° ° O ° ° O ° ° ° ° TURF BLOCK A'. r , V \ + a ° ` - _ "- Q LL 4.P p ❑ n ❑ 19.0 Description . i' - No Date p 1 - ♦ _ .cam WP�K '° �a ❑ ❑ ❑ ONc❑ ❑ ❑ 10.0' / w PLK• 20.0' q' CONC' 0 0 0❑ ❑ d F0 ❑ o Revisions sl ons _ y _•--•5, CON . : BIT. �� TURF Z - ' 6 • • STAMP ASPHALT CONC. i' s ° °BLOCK ° ° ❑ CROSSWALK 24.0 . : ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4 \ C a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ (TYP) j� �' •GOING: ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑� v END OF 000 ❑ ❑ a �00, VGC BIKE N A RACK SNOW -5 STORAGE ROBER V 9 \,1 EGG GAG' - ♦ END -`n (500tSF) `{I� GR FFIN f. �J �+ OF CIVIL `�Z q 10 UNITS (FLATS) / `�� PROP. 6 a i' VGC n 12 �o� #36686 SCREENING - 4� SNOW FENCE 24,0' v STORAGE (500±SF �" �• L=325't $ 3.5 . T \ RET WALL •/.3• �� TOW. VARIES' POST CAP LATTICE. 18" to 24" TOPPER 21.0 1` �' ' - 24.0' 2-STORY ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑MAP 2N/FOT 471 E O4 METAL FRAME ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ � CITY OF SALEM ` � : o�V BUILDING ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Griff in "FURLONG PARK" BIT. r11�5 ,y� / ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4 U4. SNOW 20 FRANKLIN ST 1 CONC. 19 0. \ �HOUsEs� _ 19.0 - 0 STORAGE Engineefing ZONE: CONSERVATION \ - °-. .• 0uw _ 00 350tSF Group, LLC USE. PUBLIC PARK ' ' • - ( ) c V L MAP 26, LOT 403 a TRANSFORMER 495 Cabot Street 2nd Floor ~ \ FRANKILIN STREET REALTY TRUST 72 Y� G C. BURNHAM, TRUSTEE 12 - BIT. CONC. 24 0 j� Beverl MA 01915 20 WIDE 14 FRANKLIN ST DRAINAGE - \ `t 2'• UTILITY �' - • ZONE: NRCC 4x4 WOOD Tel: 978-927-5111 EASEMENT _ - CABINET 3' / USE: COMMERCIAL POST Fax: 978-927-5103 a \ - I 4 I /9.0 2» JUNIPER POINT AGO -0 a. - - ,- d 1 I INVESTMENT CO, LLC \ d • - UTILITY 4 UNITS I ; 16-18-20R FRANKLIN ST CABINET 1 I_I-� _ N. (TOWNHOUSES) _) `'._ I I- 12" DIA. I- '_ I i 1= SALEM, MA - , • - - ( I I ,POST HOLE WOOD =I = FILLED W/ PANEL III= 24 0' e - - tom- �''` �, 46' CONC . , 5.0' 36 I( .' _ I CONCRETE OR WALK ' :A ' _. COMPACTED 6 CONC. ;j -_^�• ----- _ III III GRAVEL illl PROPOSED WALK SITE \ 0000� -!I°°° °8� I�I LAYOUT °°°° °o°00 CRUSHED _ 3o f -III—I 11=III—I STONE 11-III=1 E __ ,- FRANKLIN Y /o0 5o'B�F ` Z 26't STREET GRAPHIC SCALE Sc.9L 1'=20' J NOTES: zo o 10 so +i 1) FENCE PANEL, POST, AND POST fob No. --�K -. _.._•._..- - __ - CAPS TO BE WOOD. _ C- 3 Nc. sioEW A �� — — . FENCE DETAIL P/Pro/salem IN FEET ) -- C) 1 inch = 20 ft. E SCALE: N.T.S. D� 6/13/18 m � n i m G a 0 i i MEAN HIGH WATER ELEV. 4.0 NORTH RIVER TOP OF COASTAL BANK L' E - G - E ' N ' D (TIDAL) -- MNw - - PROPERTY LINE ►� W - - - HISTORICAL HIGH WATER LINE -7- - - CONTOUR BUILDING -•• -•• -• • -•• -••- •• - EDGE OF PAVEMENT � c \ \ '_ -- -- _ _ _ CURB pNpRF \ Myw \ GRAVEL T �/ F e�0Cff x x X CHAINLINK FENCE OVERHEAD WIRES W WATER LINE S SEWER LINE ` p DRAIN LINE CATCH BASIN DRAIN MANHOLE SEWER MANHOLE LC? TJ -0' UTILITY POLE oMW MONITORING WELL N� , �j •�O ' HYDRANT, 6"GV, } 0 16" TREE W/CALIPER HYD. TEE, , T-BLOCKS, & } 8" CAP / _ WDUZ _ GAS LINE GO,� , / WATER DEPENDENT USE ZONE CB/D � , � / , � „ _ • - • '� • � " _ „ - , � _ „ _ „ " , _ � , _ „ _ „ � ' 9/ w0 � MHW TOP OF COASTAL BANK / �/ / ••_• - , -. _..- .-. .- ._..-..-.._..-...�.._ .._.. - '� " - ` �UZ + , _ , _ _ _ _ , _ MEAN HIGH WATER LINE / 100' BUFFER PROP. BUILDING � • /' �' \ '� . - - PROP. ,EDGE OF PAVEMENT pp ` \ - = PROP. VERTICAL GRANITE CURB 000 •,pp, �tiF PROP. CONTOUR x�P, ♦ �iA 9x2 PROP. SPOT GRADE / SPRINKLER \�po ♦�'Qiy� 2.0% PROP. SLOPE ROOM \y ♦ S PROP. SEWER LINE / 12 UNITS \y\� ♦ Q PROP. SEWER MANHOLE / W (FLATS) R LINE / B A�MCLO,W FP FP PROP. FIRE EPROTECTION LINE 12 UNITS FLATS 4"G W'6 C D4 PROP. GATE VALVE x (FLATS) FP „CLp1 / 8" 45' "GV 4" CI ROOF f PROP. WATER SHUT-OFF 4" CI BEND W/ VENT PROP. HYDRANT ' MDC TRAP 2 ROOF RESTRAINTS 6"G 6"PVC SEWER D D PROP. DRAIN RIM-11.4 VENT 4"GV SERVICE Op PROP. DRAIN MANHOLE I(IN)-8.40 ' I(OUT)=8.07 W a S MDC TRAP 3 / ® PROP. CATCH BASIN RIM=11.17 RL RL PROP. ROOF LEADER "Gv % S I(IN)=8.08 S "G 6� N1P�N �`--. .__ PROP. PARKING LOT LIGHT 8" 90' BEND �i wA� / S -- �, , _ , , _ I(OUT)=7.75 No Date p 1, $ PROP. WALWWAY LIGHT W/ RESTRAINTS Description WITHIN 20' OF /w rn a„P\jC S/. `• / i W L PROP. SCONCE eVISIOnS x " BEND ti /w/ < S pq° i' n ® PROP. WALL MOUNTED LIGHT ` SMH2 n S� . , SMH1 i W RIM-11.4 �� � � � G PROP. GAS • S �+' RIM-10.75 � • I(IN)=5.90 / S I(IN)=6.91 ♦' �p / E E PROP. ELECTRIC �" I(OUT)=5.82 I(OUT)=6.83 - �' i, ♦p ETC ETC PROP. ELECTRIC/TELEPHONE/CABLE HYDRANT, 6 GV, y ,6, HYD. TEE, -� ' ♦ \ SPRINKLER 'Q�y♦F,Q L L PROP. PARKING LOT LIGHT WIRING 1 '� ROBERT G. T-BLOCKS, & /' MDC TRAP 1 4" CI ROOM 9 8" CAP3 /� RIM=11.23 H. ROOF, GRIFFIN X •'/' I(IN)=6.33 VENT A 10 UNITS (FLATS) / CIVIL I(OUT)=6.0 90 #36686 J' 6"PVC 3.5'± TALL NOTES: x 00. SEWER RET. WALL 1) REFER TO SHEET C-1 FOR NOTES. •/.3' �� 11 ` SERVICE N TOW. VARIES 2) JOINT RESTRAINTS REQUIRED WITHIN 20' OF ALL BENDS, TEES, PLUGS, AND • cn _6 / #14 VALVES. 11 ��MAP 26, LOT 471 2-STORY " E n METAL FRAME 3) EXISTING WATER GATE VALVE LOCATED AT THE INTERSECTION OF FRANKLIN ■ ■ N/F x y BUILDING STREET AND FRANKLIN COURT SHALL BE TESTED TO SEE IF OPERATIONAL. IF CITY OF SALEM�� „ SS N '' �� NOT OPERATIONAL, ADD A THIRD WATER GATE VALVE AT THE PROPOSED WATER ntrin "FURLONG PARK UN1� II MAIN CONNECTION. 20 FRANKLIN ST4�NpUSES) , r Engineenng ZONE: CONSERVATION •• 8"CLDI PTO 4) FIRE FLOW TEST SHALL BE CONDUCTED AND RESULTS PROVIDED TO THE CITY Group, LLC USE: PUBLIC PARK 11 WATER SMH3 MAP 26, LOT 403 ENGINEER PRIOR TO ISSUANCE OF A BUILDING PERMIT. MAIN " RIM=11.0 S 8"PVC 6"PVC SEWER CRAIG C. BURNHAM, TRUSTEE ) 495 Cabot Street, 2nd Floor I(IN)=4.97 S SERVICE (TYP) COMPLIANT RELOCATE EXISTING HYDRANT TO CONSTRUCT AN ADA Beverly, MA 01915 " FRANKLIN STREET REALTY TRUST Y I(OUT)=4.89 S=2•67, S S 14 FRANKLIN ST ESMH1 ; WATER METER ZONE: NRCC Tel: 978-927-5111 6"CLDI FIRE / USE: COMMERCIAL R=7.84 PROTECTION � " ° I Fax: 978-927-5103 I(a)=-0.06 „ LINE 1 ,4�N 6"CLDI FIRE x I(b)=-2.21 CO /i PROTECTION I I I(c)=-2.26 " LINE RIM=10.7 i I JUNIPER POINT 11 I IM 2" WATER I I(OUT)=7.03 2" WATER 14 SERVICE INVESTMENT CO, LLC ' FP 16-18-20R FRANKLIN ST � I X 11 SMHS SERVICE F W WATER METER 4 UNITS j RIM=8.6 (TOWNHOUSES)I SALEM, MA INV=1.85 1 I(OUT)=2.20 � r--- . ESMH2 I r f S S c ,� �.,T= , , ' - x= - R=8.31 PROPOSED " - - 1=-2.34 SEE NOTE #5 S 24" R - .. _•. _ •• _'' �- _ _ SEWER & WATER ,. 85PVC ESMH1 -0. % --S S S . �• W W ���• - S 8"Gv SEE NOTE ANKLiN STREE GRAPHIC SCALE S = . T �= 1' 20' •' S 20 0 10 20 40 80 #3 Q •_ . .- _ RCp S 12 W . �: ,. -•• - .,- •.- Job No. 2 12"x12"x8" �51DEw ALK j� -- _. -- ._.. ---_.• _ •. C- 4 _. �S TEE �• �'�ONC• - _ _ ( IN FEET ) Fe Name: P/Pro/salem 1 inch = 20 ft. D-d% 6/13/18 MEAN HIGH WATER OUTFALL #1 ` � - - - -- - - - � � ELEV. 4.0 W/ DUCKBILL NORTH RIVER / -2' - _ - _ - �2` TIDE GATE DRAIN LINE TABLE _ INV=4.0f TOP OF COASTAL BANK EROSION / �- '- -3 ` � � � LINE LENGTH, SLR E, SIZE, MATERIAL NCH (TIDAL) CONTROL / / �"W = MHw 3- FROM TO _ CB1 DMH1 61.4 1.0 12 RCP -� �- "wow '� - ••••. \ CB2 DMH1 3.0 2.0 12 RCP 2 / / / / / �� �8� r- �� �3 \ \ DMH1 DMH4 29.5 2.0 12 RCP OUTFACE W DUCKB#L / / �/• 0000 \_ �� \ \ CB3 DMH2 47.8 1.0 12 RCP /TIDE GATE / / ��� //� ♦ X o � CB4 DMH2 2.0 2.5 12 RCP INV-2.4t � �� / y ° 8�0 -� � � � �. �\ Mho, � ��/ 8I' _ _ \ \ DMH2 DMH3 50.5 1.0 12 RCP '� -7 - _` \ �� \ \ O CB5 DMH3 2.0 2.5 12 RCP � / 6"PVC \�n \ �- r / / / ��� �� �� ` DMH3 DMH4 40.4 1.4 12 RCP i / � k \ CLEAN & CLEAR / �� � _ i L=5.0 t \ 85 DISCHARGE. / -G _ 1�- -� _/ 8 S 2'4% 9 "00 ��3�2\ DMH4 DMH6 76.8 1.0 15 RCP INSTALL RIP-RAP 2' / ��/� \\ AREA DRAIN AD1) IN, C86 DMH5 68.3 0.7 12 RCP 15"VC / ^�/ � RIM_6.5 0 (STg9 \\ CB7 DMH5 3.5 3.0 12 RCP DISCHARGE / ,�pC\�� \ / ice' --ARE-A- DRAIN (AD2) � _ ,�� - ' F� \ DMH5 DMH6 57.0 0.7 12 RCP \_ INV(6"PVC)=4.5 Z INV=-1.2f / / / o`� �g �/ RIM=6.5 . �r "/ _ _ _ _ _ - \ STp CB8 DMH6 22.0 2.0 12 RCP �� O�6g p INV(6"PVC)=4.5 ' / 1 1 8"SDR21 PVC Z'r- - -.� _ \ NF o� ♦\ ' 5'(Pp fit\ c 6"PVC / / ---�--- 1 ROOF DRAIN STJ 1 J\} DMH6 DMH7 65.0 0.5 15 RCP / l \- ' - B10 DMH7 9. 2.0 12 RCP `L / i / L=2.5 t X \ \ L-112.0 f ` C 1 5 S-4.0% / / � � � __-- ` / DMH7 DMH8 4.0 2.0 15 RCP // + •�O p i / a 4 / \ 0 DMH8 DMH9 95.9 0.5 15 RCP / DMH9 OUTFALL 41.0 1.0 15 RCP 40 " �7� ��-� _- / _-.�� / CB9 EDMH 37.8 1.0 12 RCP /� • / / / / � � 8 SDR21 PVC / / /���-----„- -�' -�� ��� t--C // / ROOF DRAIN / \!y9� CB/D r / / /' L=68.0't / / / S=1.0%�/ j�/ /, _ _ . _ ..-.. _ 1ox3'- -•• _..-..- .. -. .- \� ` 2 / DRAIN ELEVATION TABLE r\ INV. IN, FT INV.- OUT,+ �� ' -�' i .V/ �' ,` \ STRUCT. RIM OUT, FT �� . I i / ��� v � 10X5 1 , . // FT a b c 1 / / / '� / --- 1 O0' ` \ CB1 10.50 --- --- --- 7.00 �I I /�-.� �� �• -- ----� / INV. 5.1f G� \ • \� I\ -•� ' /� i� �' �� 10x50 ► i / DMH1 10.65 6.38 6.95 7.15 6.30 .\ I�' ` �'\O C132 10.50 --- --- --- 7.00 C83 10.35 --- --- --- 7.35 INV. 4.7t --- --- --- 1 \�qsT CB4 10.30 7.00 L 1 DMH8 (FD) / -- �----- * 6.80 (FLATS)n RIM=9.2 1 / /` 1 p 12 UNITS ��� DMH2 10.50 6.95 6.88 6.95 O / I �1 _7 \ CB5 10.50 --- --- --- 7.00 DMH3 10.65 6.95 6.30 --- 6.22 DMH7 0 _ �! �• C 1 RIM=9.5 D 1 �X 12 UNITSAFLATS) 11x20 O /'' �� 11x3 J o DMH1 DMH4 11.30 5.65 5.65 --- 5.57 l / 1 i' TC 9x85 RIM=10.65 11 x40 / �•• �' � l� CB6 8.43 --- --- --- 4.93 BC 905 - CB2 \ ll� CB7 8.95 --- --- --- 5.45 , DMH4 RIM DMH5 9.14 4.45 5.35 --- 4.37 C10 ��` b RIM 8865 X�.. ,, ' 1 RIM=11.3 10.5 \ \ y CB8 9.00 --- --- --- 5.50 'ftl•. SLAB EL. � D C131 I SLAB EL, / // !' DMH6 9.63 4.76 3.97 5.06 3.89 ll /\•\ `��� 1 Q 11.5f � � RIM=10.5 ., I 11.3f/•' /--TC 10x50 hb 0 �.• r / DMH7 9.50 3.56 4.76 --- 3.48 B 10x00 a �/ - `,�- / / / DMH8 9.20 3.40 --- --- 3.40 1 • I /^ 6% J No Date Description X�3 / b 1'♦ 0ZOi �� r '' / ,✓ / C139 8.50 --- --- --- 4.50 11 CB10 8.65 --- --- --- 5.15 Revisions 1 " \ t- % \ a 0 " .0% / " I I �2 kOX�O / DMH9 6.90 4.40 4.00 2.92 2.84 10x42 / X5 b /��i• . o i / /,�'``�/r� �` / * 8"PVC ROOF DRAIN INVERT-IN ELEV. 09 \ /� ��� � goo, GRAPHIC SCALE ' .63 10\ x67 ? 8 PVC / G / / zo o 10 zo 40 so RIM 9 y;. \ xE, iiiimiii ' ' A ROOF DRAIN / / / �� `��, Q / \ \ \ TC 11 x50 C_5 L=26.7 9 sn 1 I b � 1 ,'C 1Ox40 i BC 11x00 S=3.0% / 1 / � H.ROBERT \\\ \ p C 9x9 IN FEET ) J085 �a GRIFFIN E'l \�O / 1 I I Ole ���y RIM�.50 SLAB EL. q 10 UNITS (FLATS) / ' // / / i inch = 20 ft �; c►V►L CB8 \ I \ � � I � ssas ; RIM 9.0 \ \ TALL 20 o A i' x D DMH3 / / RETt WALL r9•/3 /� o r " RIM=10.65 7�/ I TOW. VARIES 1 `\ \ O� N.P• \o\� ^�° •• /T / 1X5 / NOTES: 10x7 ` / . / / / 1 -- / #14 1) REFER TO SHEET C-1 FOR NOTES AND C-4 FOR LEGEND. �( ' -' 'SLAB EL. TC 11 x30 C 11 x40 / 2-STORY MAP 26 LOT 471 \\ /� 2 HP = HIGH POINT , AC) BC 10x90 TC 11x34 METAL FRAME )N/F E 11.2t BC 10x80 / / BC 10x84 BUILDINGx CITY OF SALEM ' ' r� \ o' N' _ ° 3) DATUM = 1988 NAVD. "FURLONG PARK" DMH5 \ Ip \ XOX 10x7 VN�15 / CB4 / �� 20 FRANKLIN ST RIM=9.14 1 le M=10.3 �,• Engineering SE ZONE: CONSERVATION D 2.5% o �OwNNOU S 2 0� + , TC 11��6 ;/ \� TC 11x 1 a 1 < ° SC 1Ox76 \ Group, LLC USE: PUBLIC PARK \ 10x7 ` a --. 1.5q \ BC 1Q76 CB7 I ,� ••- •• - MAP 26, LOT 403 s\\ I c k, \ DMH2 D 1.8%D -D'-®CB3 \ / N/F RIM=8.95 �'' c 495 Cabot Street, 2nd Floor - 8 x RIM=10.5 �, p°I° RIM=10.35 CRAIG C. BURNHAM, TRUSTEE Beverly, MA 01915 x 1\ J I p o.A - \ N �o' Os a' ti� ° I FRANKLIN STREET REALTY TRUST 20 WIDE i P\ 0 10x7 o k� �� �� =�8� ^ r, I � 14 FRANKLIN ST DRAINAGE N• \� \ ` -• ��s I / ZONE: NRCC Tel. 978-927-5111 EASEMENT I` \ R�- Q \ � 0 _ \° I / USE: COMMERCIAL 10 PLANTING BEp 4' 20' 5' ENTRANCE CONC. GARAGE- BLDG Fax: 978-927-5103 1 I p I ( I CONC. ROADWAY CROSS-WALK A... ........................................ �°' R�� o° �� 16 BLDG. . . WALK... 5� Srict' SLAB EL.1 I 1 B... .............. ...... .............. .............. .............. , ........................ .....•`... .. \ 11.0f 14 JUNIPER POINT 6"PVC ROOF -E- ECB1 x 1 \ ! LEADER Q • U-0. INVESTMENT CO, LLC 1 V .. _ YP) I � ^ � -SL•OP ... .............. .SL•OP.E... . R=7.60 \ MIN S=1.0% i / 8 I- -� CB2 �-- I(a)=4.15 1/ TC �� L . . -..-.-.-..-.- -`-..................... .......... ..... ................. .............. ........................................... .. ..... 16-18-20R FRANKLIN ST C 4 U I TS I b =4.05 1 `� • mac' 9x18 M I 110 ` :`_- :, SALEM MA ( ) \ �\ / (TOWNHOUSES r\ -- EDMH1 __.�- = -\ /i� 8X� 10x40 ( ECB2 0 8 .... 1.2,�RCP PIPE.............. �. .. `�J .. ...... .I .. ....................................... ........................................... R=8.28 CB6 1 �/ T-- \ 8x �_ -------- APPROX. EXIST. GRADE J R=7.64 I(a)=0.0 RIM=8.43 /p. '� ' ' , , �x x X x x _ 1=5.14 Q g .......................................... ( ) ECB1 15" --- -� X > PROPOSED b =1.40 CPP �' X _ - _ - - ` - J 8" WATER , 8x75 TC 8x3 - - - .......................................... ............... ...... ................8" SEWER......... .......................................... .............. EDMH2 H.P• x , , o �jC-�7x8 $-. . _ w 4 t•.w ,. GRADING & R=8.28 9x0 , / _ - - DRAINAGE I(b)=2.0 r'�' lbI(c)=2.9 Eos5 EDMHID 'S'`'� �- - \ / FRANKLIN o0+00 I(d)=0.28 �� RIM 8B5 N�p OAR D _-- J _ STREET SQ LPm.� 1'=20' 0+10 0+20 0+30 0+40 0+50 0+54 PP EDMH c 18VCD cp `Q- -9 - D 18" vc SECTION A-A D EDMH3 -• •- _ ..- D ,) »_5 Job No•: / EW ALK V� R=7.96 -. ._• .. p D RD 8.5 / �• NC. 5�0 I(a)=2.17 ECB4 - •• - D File Name P/Pro/salem CO RC 7.75 I(b)=3.56 R=7.69 - D I c 2.06 1=3.69 Q9tf 6/13/18 MEAN HIGH WATER ELEV. 4.0 SHEET NO TES: NORTH RIVER TOP OF COASTAL BANK 1) REFER TO SHEET C-1 FOR PROJECT NOTES & REFERENCES. (TIDAL) w MHw 2) REFER TO UTILITY NOTES #16 THROUGH 20 ON SHEET C-1 FOR NOTES REGARDING GAS AND M — 1 ELECTRIC SER WCES. - ' �`� � 3) REFER TO SHEET C-4 FOR LEGEND. ONCRF T I / PROP. WALKWAY � 70' h, \ LIGHT (TYP) / OJS�1 BOLLARD TYPE0011, ♦ ♦ } ♦ C,Ng 7 + / . 7 CB/D ' '` /00_ ` \ \00' ,F•Q 12 GAS � i J 0� METERS \ ' % G i1 I I \09S 12 UNITS \� (FLATS) < /• c Fro > C X i 12 UNITS (FLATS) �\ NOTE: c HVAC UNITS �.�� NOTE: �' ON ROOF ` �+F'��, HVAC UNITS L ON ROOF - 12 GAS � ��'/� PROP. LANTERN � �� � � � -' ' ' -`� - ' - '� No Date Description L ` O �` METERS // Revisions x % % \c �✓ t ♦ / ` PROP. PARKING LOT LIGHTING �. ^/ WIRING (TYP) V- 0, PROP. 'Qi' 4 . i NOTE• ELECTRIC �9,y�Q �� v B ROERr • HVAC UNITS HANDHOLE o� H N �} ON ROOF 1<141 " ` " GRNFIN i 11f A 10 UNITS (FLATS) L , .. �` a �o #36686 t, PROP. GAS < SERVICE BY •• 10 GAS 3.5't TALL i'' " NGRID (TYP.) / RET. WALL x METERS TOW. VARIES / 'G� / #14 ��G MAP 26, LOT 471 >„ " E i'G �G 6y METALTORY FRAME N/F x (�'--�- ' � - ° o BUILDING Griffin CITY OF SALEM ' ' GIG o j 5� FURLONG PARK > uN��� G/ s ETC 7:3ETC20 FRANKLIN ST x -HpV5 ) �\ -G/ E '' ETc ° En ineer�n ZONE: CONSERVATION PROP. �pVJN PROP. Group, LLC g ' SCONCE NOTE: �G , _____� ° PAD-MOUNT USE: PUBLIC PARK � ----_ � >11 LIGHT HVAC UNITS G�E -� �, TRANSFORME MAP 26, LOT 403 (.�) `1 ON ROOF / / N/F PROP. WALL 495 Cabot Street, 2nd Floor \ •• ' v/� MOUNTED CRAIG C. BURNHAM, TRUSTEE > , I LIGHT (TYP) /7 FRANKLIN STREET REALTY TRUST Beverly, MA 01915 `` 11 4 GAS o / 14 FRANKLIN ST �,'� ETC ZONE: NRCC Tel: 978-927-5111 Erc > METERS �, ETC ETC USE: COMMERCIAL Fax: 978-927-5103 .. / _.._ Et / x > G fTC w HVAC UNITS I I I 4 GON AS ROOF I JUNIPER POINT METERS ► o I INVESTMENT CO, LLC 4 UNITS i , II 16-18-20R FRANKLIN ST •, � r (TOWNHOUSES)I SALEM, MA x — x_ f ' �.'T PROPOSED • � ' , , ,� s " --. — — GAS, ELECTRIC & GAS GATE TELECOMMUNICATIONS Y \ .�'• BY NGRID FRANKLIN S c c TR EE T GRAPHIC SCALE 20 0 10 20 40 so ScQLc 1'=20' ='' � _ — Job No•: 8N - _ _ -' - 'EW PLK 0"u o4 C- 6 —� �.lC• S1D OHU' — ( IN FEET ) Fle Name: p/pro/salem '' CO PROP. ELECTRIC 1 inch = 20 M RISER PIPE D4#gs 6/13/18 C GRAPHIC SCALE GRAPHIC SCALE 20 0 10 20 40 so 20 0 10 20 40 80 ( IN FEET ) ( IN FEET ) 1 inch = 20 ft 1 inch = 20 ft MEAN HIGH WATER MEAN HIGH WATER ELEV. 4.0 ELEV. 4.0 TOP OF COASTAL BANK TOP OF COASTAL BANK NORTH RIVER -- M EROSION0N —'' llw CONTROL / "_"" _' MHW �_ „•_ (TIDAL) 011 61Tq AYF��SrJ ` '000I CB�D 1 / / — — \ CB/D 1V/' / _ gyp, l000 TUR 0 '.0, \ 'QGo I 12 �� q y jj Go / LOADING LOCI, BED eKJ 12 \�C�09/\'Qi9�Y I / m .q0 AREA 12 UNITS " / / m 122 UNITS (FLATS) 9y� " / ` , y� / 13 1 /' 12 UNITS (FLATS) O / /' 12 UNITS (FLATS) BED 4 / O TIRE PATH / / FORS .! TURF '• •j BLOCK TIRE r 1 \ r PATH C -lip Oo� O• No Date Description Illoe r • ,° �N, �,� Revisions 12 AO 10 UNITS (FLATS) m • 12 O (FLATS) r r � r 3.5't TALL 3,5 t TALL I / \ \ • RET. WALL " IRET. WALL I I • TOW. VARIES • TOW. VARIES MAP 26, LOT 471 MAP 26, LOT 471 f♦ • O4 METAL FRME �N/F �� � ' , 1ASAME BUILD NG E \ \ Q i � CITY OF SALEM ! E 0 g N/F ' ' '� ' • ' \ , BUILDING 9 . ' 9 CITY OF SALEM ARK FURLONG PARK" �� 1�� \� FURLONG PARK' r ' \ �� UN 20 FRANKLIN ST NpU p HpU 4 � ° ROH. N 4�N�SES� � � 20 FRANKLIN ST �•4'� S RT WIL O ZONE: CONSERVATION , 1 0 o GRIF ZONE: CONSERVATION , (ZO �! 1 R , , FIN F' USE PUBLIC PARK ' USE: PUBLIC PARK \ MAP 26, LOT 403 CIVI '� MAP 26,E T 403 \ ` N/F � 9 #CI L �• ' CRAIG C. BURNHAM, TRUSTEE r \ \ 12 ' `� i N '• CRAIG C. BURNHAM, TRUSTEE , 4 686 ej O FRANKLIN STREET REALTY TRUST h ` \ FRANKLIN STREET REALTY TRUST 14 FRANKLIN ST 14 FRANKLIN ST ` USE: COMMERCIAL NRCCIAL ZONE: NRCC - p � USE: COMMERCIAL I 4 I 4 1 r �o I 1 1 r I I II \ \ . 4 UNITS UNITS (TOWNHOUSES)II I Engineering — _.• _.._• • — — , , _ _ •._ ..� — _ Group, LLC I « 12" CITYW 12' W---,.� 495 Cabot Street, 2nd Floor C.J ARE 'MUCK -� ���,� �' Beverly, MA 01915 FRANKLIN ;K —f�� Z _'• •—.._ •._ , •_ .•_ STREET , :,w: Iy — •._ . •_ • •_. ,_.____• _.,_.,• _• / ,: E a . -._ ,•-._ Tel: 978-927-5111 ell s�oEw �: • — _.._ B��oN� s�o J• _ • • _ Fax: 978-927-5103 • �' NOTES: 1) REFER TO SHEET C-1 FOR NOTES AND C-4 FOR LEGEND. 0T m JUNIPER POINT INVESTMENT CO, LLC W P1- CON ' 16-18-20R FRANKLIN ST SALEM, MA FIRE TRUCK ARRIVING PATH FIRE TRUCK LEAVING PATH Scale: 1 " — 30 Scale: 1 " = 30' FIRE TRUCK PATH SqgL% 1"=20' Job No•: 7 FIe Name: P/Pro/salem C— " I)A: 6/13/18 MEAN HIGH WATER GRANITE ELEV. 4.0 NORTH RIVER BENCH PLANTING SCHEDULE (TYP. OF 6) TOP OF COASTAL BANK (TIDAL) MHw TREE KEY AND LIST: M W QTY KEY BOTANIC NAME COMMON NAME SIZE 8 Ac Acer Rubrum 'Armstrong' / Red Maple 3.5-4" cal. (1)Hal ��.� �--'� 5 Am Amelanchier grandiflora 'Autumn Brilliance' Serviceber 6-7' ht. / (1)Hal - - \ 5 Cer Cercis canadensis Redbud 2-2.5" cal. 2 Hal Halesia Carolina Silverbell 6-8' ht. 2 Lir Liriodedron 3.5-4" cal. / CONc My 7 Ls Li uidambar st raciflua 'Slender Silhouette' Sweet Gum 3.5-4" cal. 1 My Magnolia vir iniana Sweetbay Magnolia 5-6' ht. PERENNIALS QERENN\ (1+Lir Eck \` 4 Ns N ssa s Ivatica Black Gum 3.5-4" cal. PER 1 A \� ` 3 Pa Platanus x cerifola London Plane Tree 3.5-4 cal. �`- (1)Ac (1)Si � 4 Q Quercus alustris Pin Oak 3.5-4" cal. (1 Ac + + (1)Cer \ 3 Si So hora 'abonica Scholar Tree 2.5-3" cal. (5)Cs 1 Cer �q�k �� 2 Tc Tilia cordata 'Greens ire' Littleleaf Linden 3.5-4" cal. �c, (1)Am (1)Ps rS.T \ 2 Ulm Ulmos americans American Elm 3.5-4" cal. .\ (5)Cs (2)Ps - — - _ LAWN (3)CO. 2 Ps q%`ZFO SHRUB KEY AND LIST: \ 1 Lir 1 S' 7 Rv - �- - — - — - — - _ 4 Cs Sl0 QTY KEY BOTANIC NAME SIZE O 19 Cs Cornus sericea/ Red-twigged dogwood 3 of (� lc�'( �P� 2 Ps PERENNIALS QST� 3 Ca Clethra alnifolia 'Sixteen Candles' / Summersweet 3 of / ��10 J,� (5)Hq 32 I Ilex labra 'Shamrock' / Inkberr 3 of (1)Pa ��/ 1 Ps � (1-}.Ac '` 5 Iv Ilex verticillata / Winterberry 3 of fflArn(1)P0 + 1 Am 8 H Hydrangea quercifolia/, Oakleaf Hydrangea 3 of + PERENNIALS (1)S'J 1)Ulm ( ) Jh Juniperus horizontalis Bar Harbor PERENNIALS 3 of , (1)Cer _ � 5 M Myrica pensylvanica / Bayberry 3 pot 5 Iv` 4 Vd Cy 8)Rv END 27 P' Pieris japonica 'Andromeda' 3 of CB/D 2LAWN ' ' - ' ' - ' ' - ( ) 97 --LAyyN FENCE 7 Ps Pinus strobus Eastern White Pine 3 of (5 Mp/ (1)Cer (1)Cer _ _ _ - _ - - - - _ _ _ _ ` \ (�Z 40 Rv Rosa virginianam / Virginia Rose 3 of (1)Am (1)Ls 47 Tax Taxus cuspidate 'Greenwave' / Greenwave Yew #3 pot -� LAWN L + 12 Vd Viburnum dentatum / Arrow wood Viburnum 3 of PERENNIALS ELEC. ROOM PERGOLA (1)Ls PERENNIALS KEY AND LIST: (1)Ulm PERENNIALS 1 l R_3 �0 , \ \ QTY KEY BOTANIC NAME SIZE + �,, O \ Eup Eupatorium/ Joe-Pye-Weed 1 of END � 3 Rv .��i•' 3 Rv ,usowo SIGN � � (1)Ls � > FENCE ( ) '��' 0 0 0 0 0 0 0 0 �00, ;��, + Hem Hemerocallis Happy Returns / Daylilies 1 of 0 0 0 0 0 o c Hos Hosta Francee 1 of (1)Am (3)Pj �o TURF o 2 P• ��'Qp ♦ �6o E Mis Miscanthus sinensis 1 of PERENNIALS .� 12 ,9 + (: �19 BLOCK �'� ♦ �i 0____ BIKE 0 00 0 0❑ C, �9,y +; Pan Panicum virgatum / Switch GrassBIT. 1 of (3)Qp RACK 1 1 Vd (3)Rv CONC. �n000' 1 I �'9s� ♦ o Penn Pennisetum alopecuroides 'Hameln' / Fountain Grass 1 of �PSN 12 UNITS �q� ♦ a, Per Perovskia atriplicifolia 'Little Spire' Russian Sage 1 pot 12" (1)-Ns �' (6)Rvv (FLATS) \ 0° Rud Rudbeckia fulgida 'Goldstrum' / Black-eyed Susan 1 of D 13 B PERENNIALS 16" F0 So Salvia 1 of ' C Se Sedum 1 of 12" 12 UNITS FLATS (1)NN s (FLATS) LAWN ELEC. ROOM � BIKE 18" � -� �-� ' ,i'• � RACK LANDSCAPING NOTES: o `• (4 Tax �' I (1)Ns PROP. 6 1. NEW IRRIGATION SYSTEM TO BE DESIGNED BY OTHERS THE SYSTEM SHALL BE EQUIPPED W/TH (1)Ac + SCREENING A SOIL MOISTURE SENSOR AND RAINFALL SENSOR TO PREVENT UNNECESSARY WATERING. . FENCE ' 2. LANDSCAPE CONTRACTOR TO PROVIDE A PLAN TO THE CITY SHOWING THE LOCATION OF NEW PERENNIALS L=325 f 18» / IRRIGATION SYSTEM (LINES & VALVES) PRIOR TO ISSUANCE OF FOUNDATION PERMIT R-4 SIGN s P RENNI LS (5)l9 J. PLANTING MATERIALS AND METHODS PER MASSACHUSETTES HIGHWAY DEPARTMENT SECTION 771. 21 f • ' _ (1)Ns BOLLARD TYP �Q 4L. �,0 0 ❑0 0 ', ❑ + 4. ONE TREE OF AT LEAST 3.5" CALIPER FOR EACH 3 OUTDOOR PARKING SPACES TOTAL No., Date Description ' ♦ a❑ ❑ ❑ 0 ❑'a❑ 0 1111 % OUTDOOR PROPOSED PARKING SPACES IS 22 AND 8 TREES ARE REQUIRED TO BE PLANTED. TOTAL 10" �' 0 0 00 ° °�°0 TURF0,° 0 / PROPOSED TREES ADJACENT TO PARKING AREA IS 8. Revisions • ' (2)19 PERENNIALS ° ° []BLOCK °' 3 P' ❑ ❑ L U 0 � 0 ❑ ❑ 5. LANDSCAPE DESIGN AND PLANTING SCHEDULE BY LAURA RUTLEDGE, LANDSCAPE ARCHITECT, OF `1 0000000000 00 00 0 0 0 0 0 0 1 ♦ BEVERLY, MA. ° R-5 & PERENNIALS 0000000000 ❑ ♦ (1)Ls R 6 �- 0000000000 -, � + 6. PROPOSED 30" SQUARE TREE GRATE SHALL BE EJCO SUNRAY SERIES (SERIES NO. 8852) WITH EXIST. „ SIGNS ❑ ° ° ° ° ❑ °'°� ,U, / 16" DIAMETER TREE OPENING OR APPROVED EQUIVALENT. r OFF SITE 12 „ BIKE ❑ ❑ g c� %o♦o TREE o i ' ° (3)Vd RACK 9'pi♦�F� INTALL 4 9 (TYP) 12" 1 Ac ` ti FENCE ON LE E D sn ROBE 9 0 11 .� RET. WALL SIGN G N H RT . (I)Ls LAWN + A 10 UNITS (FLATS) / L• E • G • E • N- D `� GCIVILN PROP. 6 (3)P j ,1 12 936686 SCREENING `1 r R-3 / - - PROPERTY LINE FENCE SIGN R—1 1` L=325 t (3)PJ 3 " o (1)Ls 3.5't TALL \\\\\\\\\\\\\�\�\�\\\\\\\\�\\� BUILDING Vd 'S!10 Tax r + RET. WALL - • • - •.-.. - .. -..-.. - EDGE OF PAVEMENT 31 TOW. VARIES 4 Vd _: _ _ :� _ __ -___ __ ___ = CURB 9» #14 x x x CHAINLINK FENCE MAP 26, LOT 471 61 (4)P (1)Qp 2-STORY _ WDUZ _ WATER DEPENDENT USE ZONE NO N/F ,�''' � 4 Tax E 31 + METAL FRAME R-2 THRU CITY OF SALEM " - ' (6)19 (1+Mv PERENNIALS (6)Tax ` ' ° BUILDING _ _ _ TOP OF COASTAL BANK Griffin "FURLONG PARK" 15 ° 1, 4 UN1S5 5 I f MHW MEAN HIGH WATER LINE TRAFFIC _ Ho 4 Engineering 20 FRANKLIN ST 1 ��USE � O •• ° � 100' BUFFER Group, LLC ZONE: CONSERVATION �10 ' ' ' - ' ' - ' ' - ' ' - ' ' - ' - " f ° RESERVED USE: PUBLIC PARK 10 3 Tax �- MAP 26, LOT 403 ���������������������� PROP. BUILDING PARKING 5 Cs N/F - - PROP. EDGE OF PAVEMENT •� TRANSFORMER CRAIG C. BURNHAM, TRUSTEE R-3 � 495 Cabot Street, 2nd Floor 18„ 12 (7)Tax FRANKLIN STREET REALTY TRUST = _ = PROP. VERTICAL GRANITE CURB Beverly, MA 01915 0 1, " 3 Rv %� 14 FRANKLIN ST PERENNIALS ZONE: NRCC + PROP. TREE Tel: 978-927-5111 15" (7)Tax / USE: COMMERCIAL 1` I x Fax: 978-927-5103 o 3 P' I I I PROP. PARKING LOT LIGHT VAN • (4)Tax I I I / R—4 ACCESSIBLE LAWN 15" PROP. WALKWAY LIGHT 4 JUNIPER POINT 0 18" " i I D I o PROP. SCONCE I ® PROP. WALL MOUNTED LIGHT INVESTMENT CO, LLC o .. 3)Vd (5)Tax ) (2 P' 12 Tax 4 UNITS I I' PROP. PERENNIALS 16-18-20R FRANKLIN ST 40 ` (1)Ls I I • PERENNIALS (TOWNHOUSES) 3 P. (SEE TABLE FOR SPECIES) SALEM, MA ti I PROP. FENCE R—5 — 3 H (1)Ig . •�— (1 Ac _ � START (1)Ac ' ' K X FENCE �y 4 Rv X -- . START slcN ';' , , 1 Tc ( )A� • `—" — " — -- _ �— — — LANDSCAPING FENCE PROP. 30" SQUARE TREE 1)Tc R-6 PLAN DYI, GRATE (SEE NOTE #5)"NORTH RIVER GRAPHIC SCALE . / '��.•' CONDOMINIUM" SIGN R-2 z FRANKLIN STREET _ EE T 20 0 �o zo 4o eo $C�g� 1'-20' SIGN J _ _ 71 NOTES: J -� IN FEET ) 1) REFER TO SHEET C-1 FOR NOTES. 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WALL + +0 . 0 �o H. � k 2 . 1 + + p , Q. 0 . + 0 . 1 + 0 . 0 LIGHTING NOTES < 68 GRIFFIN F' +0 • +0 . + + +0 , 0 +0 . 0 " + A 10 UNITS (FLATS} 0 •� / + +0 . 0 CIVIL + 0 . 0 1. PHOTOMETRIC PLAN BY WLS LIGHTING SYSTEMS OF 1919 WINDSOR PLACE, FORT WORTH, TEXAS a PROP. 6"b . 2 � • 8 + • 0 + + + +0 . 1 12 p , p + �o #36686 � \5 . 4 0,• + ° + +p , + +p . p / + • p + 0 . 0 PROJECT NUMBER. WLS-1619J. `�! SCREENING + + + + 0 . 0 sQ c��r' FENCE 2 0 0 • + + +0 . 0 + R-3 + ��/ `` , L=325't +0.2 •• + +2 . 3 + . 0 ( +0 . 1 + + SIGN o +0 . 3.5't TALL + 0 . 0 2. PROPOSED EXTERIOR PARKING LOT LIGHTS SHALL BE APPROXIMATELY 12' TALL. SEE SHEET + 6 . 8 - » + + 0 + +0 . 0 +, RET. WALL ° ' ° +0 . 0 D-4 FOR FURTHER DETAILS. ,�.3 /S 9 \1 + 0 . 1 ';, + TOW. VARIES +0 . 0 +0 . 5 +6 . 0 +1 •5 + P ' +0 .2 + + + O + +0 . 0 J. PROPOSED WALKWAY LIGHTS SHALL BE 42" TALL BOLLARD LIGHT. SEE DETAIL D-4 FOR + Q� 0 • : / + FURTHER DETAILS �P ,2 + + �0 p #14 0 . 0 MAP 26, LOT 471 +I6', 3 . 9\\ • 6 +1- . 1 • p \0 ' + O +0 . 6 0 .2 + + + + + + + + '� + + + + + + . 1+ METAL FORYRAME +p • p +0 . 0 4. WALL PACK LIGHTS SHALL BE EQUIPPED WITH A PRISMATIC LENS TO REDUCE GLARE. LOCATION N/F 0 .2 + E + , 0 ° ' 1 + BUILDING +0 . 0 OF WALL PACK LIGHTS SHALL NOT EXCEED 15' ABOVE GRADE. "CITY OF SALEM„ 15„ +pQ +1 . 2 +0 . 9 +0 • S� - +1 . 3 0 . 4 +0 .41 + 0 .3 + o +0 .0 + Griffin FURLONG PARK 11 +1 . 1 0 . 0 UN�T� • 1 0 . 0 . 6 + ` 0 . 0 5. LIGHT SOURCES SHALL BE ENERGY EFFICIENT LED. NO LIGHT BULB MAY EXCEED J000 LUMENS. 20 FRANKLIN ST +0 - 1 +p • 6 +0 .2 \` + �,��HOUSES� + , r + +1 . � 00 • + 1 + +0 . 0 Engineering ZONE: CONSERVATION 1 +p , 6 + 0 �TO +3 , p + + + + + +3 . 1 � 3 . 1 "0. 8 ° + 0 . 0 6. REFER TO DETAIL ON SHEET D-4 FOR COLOR TEMPERATURE OF BULBS. Group, LLC USE. PUBLIC PARK +p . 1 0 +0 . 6 0 . 0" +0 . 3 �0 + +p +p .�2 ��\ + � p +1 • p + 4 . 1 0 . 4 MAP 26, LOT 403+0 . 5p _ +6• + +° ' 5 + 6' ° +3 , 4 TRANSFORMER N/F BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS 495 Cabot Street, 2nd Floor +p , +0 . 7 °, + 0 . 6 2 . 6 + + CRAIG C. BURNHAM, TRUSTEE SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT 18" p 5 + +p . 12 +Q • 6 3 . 8 +1 . p + 4 .5 • 1 FRANKLIN STREET REALTY TRUST MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD Beverly MA 01915 ° + + �` 0 . 4 + \` 0 • +0 . 6 + 2 • 1 / 14 FRANKLIN ST CONDITIONS. ' +p . +1 . 2 + 0 •U +1 . 9 +0 . 9 + 0 . 6 + + ZONE: NRCC THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM Tel: 978-927-5111 0 . 6 O USE: COMMERCIAL Fax: 978-927-5103 15" 5 �l\2 +0 . 4 ° • 1 + ' f + + O+ +3 + + o • 3 +0 . 2 + �5 +0 . 0 LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT + +1 , 8 0. + + + `� " + +0 . 0 INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING +3,_ 1 + +0 . 1 » + , o + +° •3 p ' 4 1 f +p , 1 ° • + +0 . 0 ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY . ° + 0 . + +p • 0 +p , + / 0 . 0 MANUFACTURER S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, +. 1 2 , 7 0 0 + 4' � � +p • p +0 . 0 TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS. JUNIPER POINT 1` 18" "7 . 2 + +0 + 0 . 0 . 1 + � � � +0 . 0 +0 . 0 + o . o + I 0 . 0 INVESTMENT CO, LLC o . + + +o ° 4 +3 . o + +�e ° + I x • ° +0 . 0 +0 . 0 +0 . 0 16-18-20R FRANKLIN ST 6 . 7 + + + 4 UNITS +0 . 0 0 . 0 0 .2 q. p ,2 0 1 + � + + Calculation Summary +� +' 8 ' *1 , 6 . 1 + + $ (TOWNHOUSES) +0 . 0 +o . 0 0 . 0 +p . p SALEM, M A +0 .2 + +4 . 4 2 + + 7 0 . 3 ++ 1 r + p + + + + +0 . 0 + +0 . 0 Label Units Avg Max Min Avg/Min Max/Min PtSpcLr PtSpcTb + + . 6 +1 . 1 0 . •'�� -1,�,'. 0 . 0 + a + + +0 . 0 START 0 . 0 +0. 1 0 . 1 O �1 .7 +f + .0 ,�+ C + - + X - X1G_.0 O . O PARKING AND DRIVE Fc 1 . 09 6 . 4 0 . 0 N.A. N.A. 10 10 R- d S .2 .{' 0 . 0 t+3. +b.;0 ° 0 - +0 0 - _�_ +0 . 0 y + S '* + +0 . 0 +0, 0 t S11GN . 1 +0 . 0 .0 + +0 . 0 =- • _ . , _ - - PHOTOMETRIC START ' „ - 0 +p . p +0 , 0 + 0 +° +0 . 0 Luminaire Schedule PM: HOLLY PLEASE EMAIL US FOR PRICING AT HOLLY@WLSLIGHTING.COM FENCE p ;2, 0 . 3 + +0 . 0 PROP.OaOT SQUARE TREE + +0 . 0 PLAN '+p +0 . 2 + 0 . 0 DYL, GRATE SEE NOTE pp��• 0 0 . 0 + ( #�J 0 . 0 WLS16193 JUNIPER POINT INVESTMENT MULTI-FAMILY SALEM, MA ' /.'.•�''' � +0 . 1 +0 CONDO 10RTH Uli�'R�SIGN - FRANKLIN �i +0 . 0 �, R-2 S TR EE Symbol Qty Label Total Lamp Lumens LLF Description Lum. Watts $cam 1"-20' +0 . 1 SIGN J L +0 . 0 �•' +0 . 0 yr: � � �.•,•,_,•. - - - - $ A N.A. 0 . 950 WLS-440-50W-LED-III-4K 12 ' MOUNTING HEIGHT 52 . 8 ob No. _ C- 9 0 - _ 9 B N.A. 0 . 950 WLS-SBRL-ID-LED-24-400-NW 42 ' ' MOUNTING HEIGHT 38 Fle Name: p�pro�salem '' ' QdC 6/13/18 MEAN HIGH WATER � - - - - --' - - - � _ ELEV. 4.0 NORTH RIVER / �2f ` �-2--_ TOP OF COASTAL BANK L E G E • N - D (TI D AL) EROSION I _ 3_ -� - - PROPERTY LINE CONTROL � \ / / W �= _ - _ \ - - - HISTORICAL HIGH WATER LINE 6 ��-- - 5 -- _ - -� �� ._ 6� �'� - �`'�-_ \ \ -7- - - CONTOUR 499 BUILDING ass - - EDGE := -: : = CURB - - -- -- - - - - - GRAVEL ABANDON MONITORING -7- - \ p WELL PER LSP c <�`\� x x x CHAINLINK FENCE INSTRUCTIONS BLOCKS \ STpNF Spy r� \ OVERHEAD WIRES F4 / '5 / � \ /�i / •-_ \ J (TYP. OF 5) T.B.R. �'/ �p�c 2\ S WATER LINE SEWER LINE -` �� / ` \ D DRAIN LINE _ -- - — \ \ ` \ \ ® CATCH BASIN DISCHARGE _ _ INV=-1.2f / / � ��� _--� " ' �- _ _ _ _ _„_ _ _ -GRAVEL QD DRAIN MANHOLE 0000' - \ 0 SEWER MANHOLE � 6'-2 / ( i � MW ,� UTILITY POLE � \ � �,� AUTOMOBILE -GRAVEL � JUNKYARD \ oMW MONITORING WELL CH FRO a 16" TREE W/CALIPER � 91 WDUZ - 89 M MHW WDUZ GAS LINE `7� �_ / - - - WATER DEPENDENT USE ZONE / / �j • IT. CONC. „ _ „ _ • / } - - - TOP OF COASTAL BANK CB/D , I /� T.B.R. > i' - '� -� / / MHW / �/ / / � • _..- -• •- - •• - • -.. .._.._..-.._..-.._ " _ „ _ „ _ „ _ , _ , _ „ _ MEAN HIGH WATER LINE p . / / ` / 100' BUFFER r� o �I / \ T.B.R. TO BE RMOVED 1 ALL / \ 20" 0" �, ✓ -� �� ' AUTOMOBILES, �' Epp. ` // TREE TO BE REMOVED PARTS, & DEBRIS T.B.R. 00, ♦�F� \�Ao ♦'�'io // / ----------- SAW CUT LINE / `-GRAVEL/DIRT � q � 9s/ TREE 1 �' /' \�� ♦// 12" 20" T.B.R. J /' I _- -7 N99 ., � � (TYP.) J �• /• �• 16" 12„ 2 " JJ � 12" / / / 8 i' 18" +. a 4" 24" JJ o O CH�INLINK 12" 8' c9 ;� 12" 12" \ T FENCE x , '� J / 14" NOTES: 18" ,. J 24' 12" / REMOVE ALL BIT. // 1) REFER TO SHEET C-1 FOR NOTES. 0 1 � TREES CONC. / 24" 4� T.B.R. / 4" 2) EXISTING DRAIN MANHOLE EDMHIA SHALL BE UNCOVERED, p I I " \ �,. , , _ _ _ - / J/ 20„ RAISED, AND LOCATED PRIOR TO ISSUANCE OF DEMOLITION No ate D7 Descri t►on �d" I 12 " ' PERMIT. P .1 Ott -- I \ 12 14" �. �` 14" Revisions \ -� GRAVEL/DIRT / 8 o I w 06" 129I / CP490 7- / / ♦ / 1,,» o " AUTOMOBILE �pCb 12" 1 ' 9 1w� o / JUNKYARD / / / // I c� / I LLI ° , I X \ R512 / / 1 / • d/.S ROBERT \p I I `Q . 8 yR STORI�I SM y GRI\ /10' FF P CIVIL 1Q 0,)( #36686 LL IGy 4 ERCHAINLII� AUTO OBILdS, I N �F► 20" FENCE �, PARTS, &'DEBRIS / / ' 2Q" 4- T.B.R. \ T.B.R. 7 / 24" •/3• » Z MAP 26, LOT 471 6 � GRAVEL/DIRT / „lb 2-STORY p ` •' / METAL FRAME ■ N/F _ , , 'i I \ Y ,•� / 16 BUILDING CITY OF SALEM " / 1 / / / 8" Griffin "FURLONG PARK" 15 ° 10 ABAN ON MONITORING En LLC 20 FRANKLIN ST I MW RAZE ,/ � � 20" Engineering ZONE: CONSERVATION " I o-�_,___ WELL ER LSP GARAGE 4 p, USE: PUBLIC PARK 18 , INSTRUCTIONS / O 4 1 (TYP. of 5)� / 1 , � MAP 26, LOT 403 CHAINLINK I / 12" CRAIG C. BURNHAM, TRUSTEE 495 Cabot Street, 2nd Floor '� x \ o ,/ I Beverly, MA 01915 18 j 1 ., FENCE }( FRANKLIN STREET REALTY TRUST Y O r 1 4 �//��888-� T.B.R. 1 14 FRANKLIN ST ESMH1 f P , " 1. I ZONE: NRCC Tel: 978-927-5111 R=7.84 " ` 6 \ I USE: COMMERCIAL Fax: 978-927-5103 I a =-0.06 10 "_� ()=-2.21 X�1�' ,�9 BIT. / - 16" I ,� CONC. d' „ I(c)— 2.26 12 JUNIPER POINT ZHAINLINK T.B.R.10" 18", \ COMMERCIAL BIT. 8 16" ECB1 FENCE 1 �- INVESTMENT CO, LLC CONC.R=7.60 o II T.B.R. /� T.B.R. I �8 16-18-20R FRANKLIN ST I(a)=4.15 1� 16 ' I(b)=4.05 40 'AX - / SALEM, MA EDMH1 " EC62 R=8.28 1� T R=7.64 B/� � .. . . _� �. ` xf 4 I i(a)=0.0 BUT & CAP �o �, r „= U k x x 1=5.14 ESMH2 I(b)=1.40 /. EXISTING WATER EGBl c 1 15" CPP D0--- --/\_ - - -- R=8.31 SERVICE AT MAIN 5� -2.34 EDMH2 - i _ '`� , �Q s --�- 24" cP DEMOLITION PLAN R=8.28 �' - a , c SAW CUT-' 8=0.05% --S _ ' �Sti 'S r' REMOVE I(a)=3.13 \ ESMH1 I b -2.0 � '• � � �Lc p I � OVERHEAD WIRES --� S " I(c)=2.9 / ED�c s S b D 76`- l W 1?W F- GRAPHIC SCALE I(d)=0.28 0_P OVER 5 1EDI�H1 G r RANKLIN STR EDMHD� s VC ° p 'e- c EET so o 10 so 40 so Sei 1'=20' r ' \ 2�„ �K \ R D7 6 - - - oi�u - --.- .. _ D EDMH4 IN FEET( ) J� 0 CONc S��EwA I(a)=2.17 EC84 — oHu -D D R=8.85 i inch = zo ft File Nome: p/Pro/salem C- 1 ECB3 �'R 5 1(b)=3.56 R=7.69 - • • �--'• =7.7 I(c)=2.06 1=3.69 p I=3.50 Att 6/13/18 6-1/2" STANDARD 16"08" GATE VALVE NOTE: 1, FRAME AND COVER o 1) ALL PIPE BOLLARDS SHALL BE DOWNSPOUT. SEE SET CAST IRON FRAME ON A Oo PAINTED WITH REFLECTIVE YELLOW ARCH. ELEVATIONS TRAFFIC PAINT (SEE SPECS) 6' SCH40 STEEL PIPE FOR LOCATIONS ONNCRETE CO PACTEDMASO FILL FRAME "ez FILLED W/ CONC. WITH 2) SEE SHEETS L-3 AND D-3 FOR TOP ROUNDED. _ _ BOLLARD LOCATIONS o METAL CLEAT 20 GA. METAL BOOT J Q U PAVEMENT OR GRADE FINISH GRADE WEDGE ACTION 0 1\`�`1\;\ �1i\;1�\1``;1i a RESTRAINT DEVICE o DUCTILE IRON ACCESS TUBE CENTER OVER VALVE BONNET AND 4 /i\``/,\ KEEP PLUMB UNTIL BACKFILLED 3" COVER OVER Z ,�`/�1,\ \, / m FOOTING !``1// o a ' FILL POST W/ ``�1\\;`i `n a a a CONCRETE TYPICAL THRUST RESTRAINT USING ` / ``1\ PLACE MASONRY BLOCK WEDGE ACTION RESTRAINT DEVICE 000 PSI' 4 / , / \�� FOUNDATION UNDER ACCESS PIPE a CONCRETE MIN. ON COMPACTED FILL. (TYP) DO NOT REST ON VALVE. 6" ROOF LEADER TO 1 DRAINAGE SYSTEM---*' NOTES: 'a a S=0.01 FT FT MIN. 1) DEVICES NEED TO BE PLACED BEYOND THE AREA OF RESTRAINTS IN / RESILIENT SEATED ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. A . ' as i GATE VALVE ' BOTTOM OF TRENCH UNLESS IN ROCK PIPE BOLLARD 1 -6 TYPICAL THRUST RESTRAINT WEDGE TYPICAL DOWNSPOUT DETAIL CONNECTION C A L GATE VALVE -CONC. THRUST BLOCK ACTION RESTRAINT TYPE JOINTS SCALE: N.T.S. FOR VALVE SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCHEDULE OF TIE RODS 1 2 3 4 BACKFILL TO SUBGRADE W 6"x18"f VERTICAL PIPE SIZE NUMBER OF DIAMETER OF RODS CLEAN GRANULAR BACKFILL. GRANITE CURB (MHD RODS PER FITTING FILL 6" MAX. LIFTS. CLEAN GRANULAR BACKFILL VA3 TYPE) MATERIAL VARIES 4" - 12" 2 3/4" COMPACT TO 95% MOD. PROCTOR NO STONES LARGER THAN 3" 16" 4 3/4" FILL 6" MAX. LIFTS COMPACT TO 95% MOD. PROCTOR TOP COURSE J ui O O 0o0 0 As req d BINDER COURSE � 11�1 O „� 000 0 0 0 0°� ° ° CO 6 . O O O 00 O �0 ° O O �0 0 12" WATER, SEWER, OR DRAIN. ---� O p O O I SET AT MINIMUM DEPTH OR ' , OpO ::•`:' : ~::. PAVEMENT BASE 0 O INVERTS AS INDICATED. 000000 00000 O ° 6 COURSE MATERIAL 2" Min. * 000000 0 o ° °°° a BASE/SUBBASE � ' ' ' '' • Description ° ( COURSE(S) 4* y No Date 1.5" BITUMINOUS WEARING COURSE (MHD M3.11.03 TABLE o °o • ... f Revisions A, "TOP COURSE") ° 0 0001 0°0 6" MIN. - ° o 0 0° BOTTOM & SIDES CONCRETE 2.5" BITUMINOUS BINDER COURSE (MHD M3.11.03 TABLE (3ON PSI) O O O 2 A, "BINDER COURSE") 3/8" CRUSHED STONE OR SCREENED GRAVEL o 0 0 0 O12" DENSE GRADED CRUSHED STONE FOR SUBBASE BOTTOM OF EXCAVATION (MHD, M2.01.7) " 3/4" CRUSHED 0 STONE FOUNDATION o 0 0 0 �* FOR DUCTILE IRON OR RCP PIPE: TOP OF STONE IS MID-DEPTH SPRING LINE OF CONDUIT. RoeERr v H. 4 PREPARED SUBGRADE ) GRIFFIN cluIL y #36686 TYPICAL THRUST RESTRAINTS USING FULL DEPTH PAVEMENT TYPICAL PIPE BEDDING SECTION VERTICAL GRANITE CURB DETAIL TIE RODS AND FRICTION CLAMPS SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. US FOUNDRY COVER HYDRANT TYPE PER, NOTE: USF NO. 7621 LOCAL FIRE DEPT. HYDRANT MATERIALS & Griffin PUMPER CONNECTION TO INSTALLATION SHALL MEET OR FACE ROAD EXCEED THE CITY'S WATER DEPT. Engineering NEW TOP BEND AS REQ'D - MAX 45 DEG. AND/OR FIRE DEPT. SPEC. Group, LLC COURSE 45 DEG. BEND SAME DIA. AND MATERIAL AS BRANCH 1' 6" MIN. STRAIGHT PIPE TO FIT NOTE: DO NOT HYDRANT W/ 6" MECH. JOINT 495 Cabot Street, 2nd Floor 2' MIN. SEAL JOINT WITH BLOCK HYDRANT NOZZLE MUST BE SET AT A BASE CONNECTION TWO HOSE, NEW BASE TACK COAT 45 DEG. BEND & ONE STEAMER NOZZLE AS Beverly, MA 01915 COURSE BRANCH LINE 2' FOR BREAK TYPE FLANGE DRAIN MIN. OF 1 -3 & MAX. OF MANUFACTURED BY MUELLER 1' MIN. SAW CUT EXISTING WYE —FLOW-DIRECTION 03" ABOVE FINISHE GRADE CENTURIA (NTS THREADS) Tel: 978-927-5111 PAVEMENT AND U) FIRE HYDRANT TO BE PAINTED Fax: 978-927-5103 MATCH GRADE m YELLOW PER NFPA HYD. EXTENSION ® EXISTING TOP COURSE MATERIAL AND PIPE US FOUNDRY COVER CURB REQUIREMENTS I EXISTING BINDER SIZE MATCH USF N0. 7621 JUNIPER POINT MAIN LINE NE TOP IF REQUIRED FINISH GRADE VALVE BOX & COVER DO NOT SET SAW CUT EXISTING it/� CONC. THRUST I BASE OF VALVE BOX ON VALVE. SET INVESTMENT CO., LLC 6» PAVEMENT AND BASE ON,�\` ' ' �`\\�� Z BLOCK NEW MATCH GRADE \�`�`� ��\\\- EARTH TO PROTECT STEM 16-18-20R FRANKLIN ST PLAN �\ I MECH. JOINT HYDRANT TEE SUBBASE 1 EXISTING I W/' ROTATING GLAND SALEM, MA 1 SUBBASE CONCRETE PAD 4: 6" GATE VALVE 1/8 BEN 6" THICK X 2' SQUARE 6" CLDI RUNOUT 6" CLDI w m • ' 1 4 3 SF MIN. > a = . •• . ( �•' BEARING DETAIL I SUBGRADE ' • . N o r� r .00 000*. MECH. a WATER MAIN °° °o 000 I °o °°°0° JOINTS ° 0 . BRANCH LINE ° ° (TYP) 1 SF MIN. BEARING 3000 PSI CONC. BACKING Songs As-shown SECTION HYDRANT SHOE CONC. TRUST AGAINST UNDISTURBED /4 STONE/PRECAST PROVIDE 3 " STONE TO 6" BLOCK MATERIAL. SEE TABLE 1698 ON THRUST BLOCK Job No. BEARING PLATE ABOVE HYDRANT DRAIN BEARING AREA FOR THE D- 1 PAVEMENT MATCHING DETAIL CLEANOUT DETAIL FOR DRAIN TYPICAL HYDRANT ASSEMBLY WITH DRAIN AREA OF CONC. REQUIRED Fe Name: P\pro\salem SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Ddf.- 6/13/18 8" 8" STANDARD VALVE 2' " BOX AND COVER ' INLET PIPE SIDEWALK 12" STREET SURFACE CURB STONE 48" OPTIONAL TOP SLAB ROUND FRAME AND COVER "r FINISHED MARKED "SEWER" SET AT GRADE • ' +' - t::� FINISHED GRADE. SEE NOTE 4. 2'0 OPENING IN TOP STREET BASE CONC. COLLAR 12" MIN. Q EROSION CONTROL CONC. COLLAR 2 x 2 HARDWOOD POST FABRIC (MIRAFI N0. 8" O MIN.AT 6NGTH OF 4' MAX. 100 OR EQUAL). CONE 24" ADJUST TO GRADE STAPLE TO POST AT WITH COURSES MAIN TUBE Q 6" O.C. VERTICALLY. OF BRICK PRECAST ECCENTRIC o CONE OR FLAT TOP I FORD TYPE F202 LO CORPORATION 12" STEPS SERVICE SADDLE WITH DOUBLE THREADED RISER • PRECAST RISER STANDARD STRAPS HT. AS REQ'D 48„ OR APPROVED 48" e 2"0 TYPE "K" EQUAL. COPPER SERVICE , 2.5 MIN 28" 5" PRECAST 5" FLEXIBLE RUBBER MANHOLE PIPE SIZES t` BOOT AT PIPE TO BASE `= PER PLAN MANHOLE BASE CONNECTION CORPORATION Min. STOP 8" DI (U.N.O.) WATER - • PIPE SIZES ti MAIN r .••••' PER PLAN ' a CURB STOP 6„ 6" 6" CRUSHED BRICK MASONRY OR 6" STONE BASE 3000 PSI CONCRETE 1.5' Min. NOTES: EXCAVATE SHALLOW 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. TRENCH BY HAND & 2. REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 SPEC: 0.12 SO. IN./LINEAL FT. AND BACK FILL AFTER 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM. REFERENCE: INSTALLING FABRIC 3. H-20 DESIGN LOADING. 1) ALL CORPORATIONS SHALL BE SUBJECT TO A SUSTAINED HYDRAULIC PRESSURE 4. EJCO 24" FRAME & SOLID COVER (MARKED SEWER) OR APPROVED EQUIVALENT. OF 200 PSI. 2" 5. SHEA PRECAST OR APPROVED EQUIVALENT. 6. TONGUE & GROOVE JOINTS SEALED WITH BUTYL RESIN. 4' DIA. PRECAST SEWER MANHOLE SILT FENCE TYPICAL WATER CONNECTION FOR 2" SERVICE PIPE SCALE: N.T.S. SCALE: N.T.S. 2% 2"x 30" HARDWOOD STAKES IN EACH HAYBALE. DRIVE 6" TO 12" IN GROUND. 8" D.I. PROP. 4" See table of thrust block 3000 PSI Concrete Against WATER GATE VALVE �\ TABLE OF MINIMUM BEARING AREAS IN SQ. FT. bearing areas for the Undisturbed Material �� ' ` \�, '. - ) No Date Description AGAINST UNDISTURBED MATERIAL area of concrete required ��1 MAIN PROP. 4" POTABLE P •. 450 �:�'; WATER SERVICE �\ "�� \ j ► �� ' I ► \ Revisions PRESSURE 150 PSI •`...ti;• MAX. „ 8 X8 X4 TYPE OF SOIL CONDITION . . D.I. TEE 1 , I PIPE TYPE OF SOIL CONDITION Water Main ,,•t', SIZE BEND A B C D E F G A - SOFT CLAY; FINE LOOSE SAND • 1 i - OR IN I TEES & B SAND & CLAY; MIXED ) � � � '/ Il �.'•1`�'�- �_ 8.5 4.5 3 2.5 1.5 1.5 1 LAYERS; FINE CONFINED SAND 1 8 X8 X6 ( 4 PLUGS 1 6 C - HARD DRY CLAY l/ � 9 90 12 6 4 3 2 1.5 1.5 D - COARSE SAND D.I. TEE l I H / ��� ROBERT and 45 6.5 3.5 2.5 2 1 1 1 ABUT TIGHTLY t' GRIFFIN smaller 22 1 2 3.5 2 1.5 1 1 0.5 0.5 E - GRAVEL PLAN OF THRUST BLOCK AT BEND TocETHE 9 CIVIL#36686 F - SOFT ROCK TEES & 15.5 8 5.5 4 3 2 1.5 G - HARD PAN 8" D.I. PLUGS WATER PROP. 6" D.I. 90 21.5 11 7.5 5.5 4 3 2.5 MAIN FIRE PROTECTION 8" Tee LINE HAYBALE �./,�• !�' 45 1 12 6 4 3 2 1.5 1.5 PROP. 6" 22 1 2 1 6 3 2 1.5 1 1 1 1 Water Main GATE VALVE PLAN 2"X 2" WOODEN STAKE NOTES: MIN. LENGTH OF 24" 8" OR 10" DIAMETER Griffin 1. For fittings with less than 22 I'deflection use bearing areas for 22 4' bend. BIODEGRADABLE STRAW 2. Joints shall not be encased in concrete. Bearing areas may be disregarded for trenches0 WATTLE OR WOOD CHIP in rock where the top of the rock face is at or above the crown of the pipe. However, LA MULCH BLOWN INTO Engineering concrete backing shall be placed between the pipe and rock face. SIDEWALK 2 t BIODEGRADABLE FABRIC Group, LLC 3000 PSI •, 45° MAX. `•��.' FINISHED EDGESTONE WHEN JOINING TWO TUBE (SILT SOCK) AREA Concrete Against � STREET GRADE WATTLES/SILT SOCKS, _ - CONCRETE THRUST BLOCK BEARING g See table of thrust block EITHER TIGHTLY ABUT BOTH - / f y 495 Cabot Street, 2nd Floor Undisturbed Material bearin areas for the _ _ _ -III=III 1�1-II SCALE: N.T.S. g ENDS AND TIE TOGETHER -_ area of concrete required / USING HEAVY TWINE OR I��IIII IIIII1IIII everly, MA 01915 PLASTIC LOCKING TIES OR ��I 11_ Tel: 978-927-5911 PLAN OF THRUST BLOCK AT TEE OVERLAP THE WATTLES/SILT Tel. 97-927- 111 SOCKS APPROX. 6 . 103 GROUND SURFACE STANDARD VALVE BOX 5' O.C. SPACING Ground Surface See table of thrust a AND COVER 3000 PSI Concrete block bearing areas a 8" OR 10" DIAMETER JUNIPER POINT Backing Against for the area of ACCESS TUBE BIODEGRADABLE STRAW WATTLE Undisturbed Material o concrete required INVESTMENT CO., LLC 45 _ i i=iJ.=i i t- i i-i t i--�� - i - - - - - -i i i - i 450 MAX. MASONRY RING "'- -"'aII I;.IIIJIL-IIIL-�Illi' ''-"'- "'=ilt,�f` =ll� 16-18-20R FRANKLIN ST See table of thrust H '•'•,\ MECHANICAL JOINT SALEM, MA block bearing areas MAX. NOTES: = TAPPING GATE VALVE X = Provide joint restraints (tie for the area of \ Q concrete required \ rods or megalug) for all joints j •t '. q % N within 15' of 45' bend, within :+•. N STRAW WATTLE OR SILT SOCK 20' of dead end hydrant, and p -, = 8"x8"x4" TEE FOR D within 15' of main line taps. '.:•+.' WATER SERVICE 4" OR 6"0 DUCTILE IRON ., X -, CONNECTION & 8 x8"x6 PIPE (CLASS 52) DETAIL II • FEE FOR FIRE • _ PROTECTION CONNECTION • ���\ , MECHANICAL JOINTS MECHANICAL JOINTS NOTE: CONTRACTOR MAY USE EITHER THRUST BLOCK SECTION UNLESS SPECIFICALLY COMMISSION BY ENGINEER 3000 PSI Concrete OR CONSERVATION Backing Against SC-QLQ= As-shown Undisturbed Material CONCRETE THRUST BLOCK TYPICAL CONNECTION FOR A 4" WATER SERVICE 8c 6" FIRE PROTECTION WITH TEES, COUPLINGS, yob No•: 1sss CONCRETE THRUST BLOCK AT PLUG SCALE: N.T.S. EROSION CONTROL D- 2 & GATE VALVES SCALE: N.T.S. File Name: p\pro\salem SCALE: N.T.S. SCALE: N.T.S. D9k 6/13/18 CIRCULAR FRAME AND 2 DUMP 20' SQUARE FRAME AND FINISHED COVER SET AT FINISHED STRAPS GRATE SET AT GRADE FINISH FINISHED GRADE. GRADE. SEE NOTE 4. EACH 1 GRADE SEE NOTE 4. CONC. EXPANSION • • • • • • • • Double Staked COLLAR CONC. COLLAR RESTRAINT (1/4" • Haybales (Typ.) ADJUST TO GRADE NYLON ROPE 2' . °$ ° WITH COURSES FLAT WASHERS) • Twine V, • 12" 24" ° 8 OF BRICK Hose from ° BAG DETAIL o o Dewatering Pump 1 2" • „� v • O O • 20' -24"- " 12" PIPE ° : ' FROM • • NF - ----------------------- Z CB SUMP (SEE INLET . • Filter Fabric to be Placed - - STEPS DETAIL) on Existing Grade Prior to RISER Haybale Installation to e �• 4 • • Prevent Erosion from ° - - - RISER 0 0 0 0 0 0 0 Runoff a 48" 44, INSTALLATION DETAIL 48" < ' FLOATABLE CONTROL HOOD SHALL BEDUMP THE "SNOUT" (MANUFACTURED BY BMP, STRAPS INC., LYME, CT) OR APPROVED EQUAL 1" REBAR DEWATERING DETAIL (If Applicable) 48' Sump �:' SUCH AS R-3701 HOOD (MANUFACTURED FOR BAGS„ DUMP SCALE' N.T.S. BASE (Min.) ° BY NEENAH FOUNDRY, INC., NEENAH, WI) REMOVAL � ---STRAPS 5" OR "ELIMINATOR" (MANUFACATURED BY PIPE SIZES GROUND WATER RESCUE, INC., QUINCY, ° PER PLAN SILTSACK BY MA). ATLANTIC ( _ " ONSTRUCTION Long Axis of Stockpile to be 5 Perpendicular to Contour < FABRICS, INC. OR 4 BASE ` ', APPROVED EQUAL. 6 a 6" CRUSHED STONE BASE <' NOTES: � '. . , ` 1 ' t '' F ' .<, � ,� • .'• '. .'• ' ' .'• .'• ' '. .'• ' ' .'• .'• .'• ' '. .'• .'• '. .'• ' . 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. • e d 2. REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 SPEC. 0.12 SQ. , : t ' 4 �' CATCH BASIN IN./LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM. 6„ << «� ' (SEE DETAIL) • . , • , •; • . •: ' 3. H-20 DESIGN LOADING. BRICK MASONRY OR STONE CRUSHED BASE O . ' • � •'� •' 4. EAST JORDAN IRON WORKS, INC FRAME & GRATE MA554000002 OR 3000 PSI CONCRETE r APPROVED EQUIVALENT. ( ) 6" ' - Stockpile to be located in an area which provides 5. SHEA PRECAST OR APPROVED EQUIVALENT. NOTES: `<. Continuous Staked Haybale Dike maximum protection against erosion towards 6. TONGUE & GROOVE JOINTS SEALED WITH BUTYL RESIN. BUTYL RESIN. 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. Placed Downgradient of Stockpile sensitive areas. 2. REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 SPEC. 0.12 SQ. IN./LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM. NOTES: - Temporarily stabilize, by seeding or other approved 3. H-20 DESIGN LOADING. 1. SILT SACKS SHALL BE INSTALLED IN means, stockpiles that will be left undisturbed for 4. H-20 RATED CAST IRON FRAME AND COVER. ALL CATCH BASINS UNTIL DRAINAGE more than 14 days. 5. SHEA PRECAST OR APPROVED EQUIVALENT. AREA HAS BEEN FULLY STABILIZED. 6. TONGUE & GROOVE JOINTS SEALED WITH BUTYL RESIN. BUTYL RESIN. 4-ft DIA. PRECAST CATCH BASIN TYPICAL 4'0 PRECAST DRAIN MANHOLE SILT SACK TEMPORARY STOCKPILE SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Notes INLET D A B INLET D A B No Date Description NOT FOR CONSTRUCTION - CONTACT HYDRO 7 0 1. MANHOLE WALL AND SLAB „ „ INTERNATIONAL FOR SITE SPECIFIC DRAWINGS 4 1 THICKNESSES ARE NOT TO 4 3 -6 0 3'-0" 2 -6„ „8 5 -0 0 6 -0 5 -0„ Revisions SCALE. 5" 3'-6"0 5'-0" 4'-O" 5'-6"x 5'-6" 4'-6" 4'-0" I 2. CONTACT HYDRA 3'-6"x 3'-6" 4'-0" 3'-0" 6'-0"o 4'-0" 3'-6" 120 in [10.00 ft] 5 INTERNATIONAL FORA 4'-0" 3'-8" 3'-0". 6'-0"x 6'-0" 3'-0" 2'-6" BOTTOM OF STRUCTURE „ „ „ „ 116 in [967 ft] ELEVATION PRIOR TO 4 -0 x 4 -0 3 -0 2 -6 6 -6 3 -6 3 -0 6 "` SETTING FIRST DEFENSE 4'-6" 3'-0" 2'-6" 6'-6"x 6'-6" 3'-0" 2'-6" 1 •� MANHOLE » ..: 4 5 102 In [8.50 ft] a 3. CONTRACTOR TO CONFIRM 6 4 -0 0 5 -0„ 4 -6„ 10 5'-61'0 7#-6" 6'-6" 4 RIM, PIPE INVERTS, PIPE DIA. 4 -0 x 4'-0" 4'-0" 3 -6 �� RCHERT vN �10 AND PIPE ORIENTATION 4'-6"o 4'-0" 3'-6" 6'-0"x 6'-0" 5'-6" 4'-60' GRIFFIN - F- . ` r PRIOR TO RELEASING UNIT " •� „ „ o 4 -6 x 4 -6 3 -6 3 -0 78 in 6.50 __ TO FABRICATION. 6'-0"� 6'-6" 5'-6" CIVIL [ 5'-0"0 3'-6" 3'-0" 9 #36683 _ 6'-6"x 6'-6" 5'-0" 4'-0" 4" ROOF VENTS -- (INLET&OUTLET) 5'-0"x 5'-0" 3'-0" 2'-6" ', FIRST ISSUE - -- A. BY DATE DESCRIPTION ,�.3 /� 2 /q -- -- . . . 3 REVISION HISTORY PAVEMENT 45 114 in [3.77 ft] ` Dam Scale . � 111112011 5116 1r0" ~�• Dawn Checked Approved u EXTRA HEAVY C.I. INLET % , W ■ ■ EMH MRJ MRJ FROM WASH STAND OR x 1/8"LONG Griffin 2 k. Title GENERAL CONSTRUCTION NOTES: FLOOR DRAIN ;4 Q L' BEND C.I. 1.) BASIN TO BE LOCATED OUTSIDE OF BUILDING WHERE C.I. TEE Engineering 7 3 OFT DIAMETER POSSIBLE, COVER TO HAVE A CENTER HOLE. N Group, LLC • FIRST DEFENSE 2.) A TIGHT COVER MUST BE USED IF BASIN IS LOCATED INSIDE a ov WATER LINE OF BUILDING. , ' •' 0 in [0.00 ft] 3.) OPENING SHALL BE NOT LESS THAN 24" DIA. - - ;. 495 Cabot Street, 2nd Floor •. ; :,.; ; 4.) THE CATCH BASIN SHALL BE SO LOCATED AND e;, r ' 4 OUTLET TO_/ Beverly, MA 01915 CONSTRUCTED THAT SURFACE WATER SHALL BE EXCLUDED. ;; SANITARY SEWER SECTION A A GENERAL ARRANGEMENT 5.) INLET PIPE SHALL BE AT LEAST FOUR INCHES ABOVE Q NORMAL WATER LINE. Tel: 978-927-5111e Fax. 978-927-5103 6.) WHERE SUBJECT TO FROST OR CRUSHING CONDITIONS, OUTLET SHALL BE AT LEAST THREE FEET BELOW THE SURFACE. ; • EXTRA HEAVY C.I. PIPE 7.) THE NEW CATCH BASIN MUST BE FILLED WITH CLEAN WATER , '.�; MIN. ;° ' BEFORE USING, AND AFTER BEING EMPTIED FOR PERIODIC r JUNIPER POINT Int�rna�ionll � CLEANING. o 8"SOLIDECONCRETE BLOCKS WITH CAPACITIES: 8.) ALL OIL AND GASOLINE MUST BE REMOVED BEFORE AV Parts List 1. PEAK HYDRAULIC FLOW:6.0 cis{170 Us) S t O r rn VV Q t @ f• CLEANING OUT THE BASIN, AND MUST NOT BE DISCHARGED 8" a FULL MORTARED JOINTS, HORZ. AND INVESTMENT CO., LLC 2. TREATMENT FLOW:0.7 cfs(20 Us) INTO THE SEWER THROUGH OTHER FIXTURES. •�•• z VERT. PLASTERED INSIDE AND OUTSIDE. 16-18-20R FRANKLIN ST ITEM SIZE(in) DESCRIPTION 3. SEDIMENT STORAGE CAPACITY: 1 cu. yd. (0.76 cu. m.) 9.) SPECIFICATIONS FOR COVERING SPECIAL CASES OR 1 48 I.D.CONCRETE MANHOLE 4. OIL STORAGE CAPACITY: 180 gal.(681 11tem) 94 Hutchins Drive CONDITIONS, SHALL BE APPROVED BY THE LOCAL AUTHORITIES, WROUGHT IRON STEPS SALEM, MA 2 INLET CHUTE(WI FLOATABLES TRAP) Portland, Maine 04102 AND THE AUTHORITIES OF THE M.W.R.A. 3 OUTLET CHUTE ADDITIONAL DESIGN INFORMATION: Tel: (207)756-6200 10.) WROUGHT IRON STEPS SHALL BE SPACED ABOUT 18" Fax: (207)756-6212 APART. 4 18 INLET PIPE(BY OTHERS) 1. MAXIMUM INLET/OUTLET PIPE DIAMETERS: 18 in. stormwaturinquiry@hl-tech.com 11.) BOTH VENTS SHALL BE EXTENED INDEPENDENTLY 18" 2. MAXIMUM NUMBER OF INLET PIPES:2 ABOVE THE ROOF, OR AS APPROVED BY THE LOCAL 5 18 OUTLET PIPE{BY OTHERS) '•-• • ' ' ' •" •� °' • '• ° '� ' 5 HIGH FLOW BYPASS 3. MINIMUM ANGLE BETWEEN PIPES:90 DEGREES AUTHORITIES, AND THE AUTHORITIES OF THE M.W.R.A. DETAIL III 12.) OUTLET PIPE TO BE 45-ANGLE 7 30 FRAME AND COVER(OR GRATE) NOTES: "w•wm*made by Hydro IniwnMbrW only appHm to}hose ftma suppned by! Hydro h enn atim el dam not setae!and expr=*diwWrne wri raeponeWi y or eewit tbrov stnichse,plan!or etphament(ar the porm-cc CAD Ref: F4GA 1.) INLET PIPE TO BE SIZED BY PLUMBING CONTRACTOR Q2011 1�esignsd•Duilt mamifecfareeorsupplieADyarrytnibperty. Hydro6nsrrreaonalDesspoieyofoontlnuo�pnfEuctefawlopmerHeiMreeoryostheriglKtaamanAtDespeoTioaSoesofanyorNs�luftorequtprr nt•ts�y 2.) FOR INLETS LARGER THAN 10" THE DESIGN AND DIMENSIONS WILL BE DETERMINED FOR time. Hydro tntam *x*�ogAreasy dlactatms arrr NeWfty Im the perfornranv or Its egWprrrent(or any part thomd)wed or made sub)ed to candebns outide of the wndrdwo set torah Dr Hydro I d m�fonars design wed1cedu Pro Ct No. Hydra Intemational Hydro tnteMfW owns the oopyMht n end to!hie drswft which is s 0*W n oonfdonoe,eras ee i�la"�e+ p of uw drewiYYg br ese t„er+ebF,s •geld tho dra,ring�,eensdorrce arrd eat to use kior rriy prapee0 Je EACH PARTICULAR CASE °a'°'t1'""'a'"'r�''t"ra°",�'°°d'ena"°t`°p'°°"°•`""�a'°°r'""°'t.n°ar°"�°r°"j'a"��"'p"'e"'°r'c�+"°°d°p'�r'a'°rm"•*'°'aap�r"r"'.r'a°""'°°'°"ar'tyar�'"ta"'aea",'• Drawing No. F4GA Rev. 3.) PRE-CAST SEPARATORS ARE TO HAVE ALL SPECIFIED HOLES EITHER CORE-BORED OR SQgj% As-shown CAST IN PLACE. WATER QUALITY STRUCTURE MDC TRAP 4.) ALL INLET TRAPS TO BE PROVIDED IN ACCORDANCE WITH 248 CMR 2.00 Job No. 1698 5.) ALUMINUM OR PLASTIC COATED WROUGHT IRON STEPS CAN BE USED. D- 3 6.) PORTLAND CEMENT MORTAR USED SHALL CONSIST OF 1 PART CEMENT, 2 PARTS SAND. File Name: p\pro\salem SCALE: N . T. S. SCALE. N . T. S. CEMENT BRICK,HOLLOW CONCRETE, OR CINDER BLOCK MASONRY MUST NOT BE USED. Ddt 6/13/18 PROPOSED CONCRETE 12"x18" TYPICAL RESERVED RAMP & LEVELING AREA HANDICAP SPACE PARKING II SIGN (TO MATCH TRAFFIC SIGN--- Yll 6'-8" (MIN.) 5'—O" 6'-8" (MIN.) SIGNS ON PHASE I) LANTERN (SEE NOTES BELOW) THIS SIGN AT ALL vAN WHEELCHAIR "VAN ACCESSIBLE" AccEssIBLE RAMP 00 WHEELCHAIR � a PARKING SPACES MAX. 7.5% c RAMP 00 5' OR SLOPE MAX. 7.5% c 3" DIAMETER BLACK 6' WIDE SLOPE STEEL POST °°°°°°°°°°°°°°° Z °0°0°0°0°0°0°0° VERTICAL V) 0°0°0°0°0°0°0°0 GRANITE CURB GALVANIZED STEEL —A 6" (TYP) 000000000 f00000 (6" REVEAL) POST - � U CHANNEL o POST , 6" 12 Coordinate w/ Owner 24"x48" DETECTABLE TRANSITION GRANITE to WARNING STRIP CAST o ACCESSIBILITY NOTES: 7.0' o CURB (SLOPE TO IN CONC. LEVELING 1) ALL WORK SHALL MEET THE GUIDELINES OF THE AMERICANS WITH 4" DIA. SCH40 GALV. J MATCH RAMP) AREA. (YELLOW) DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) AND THE STEEL PIPE BOLLARD _j COMMONWEALTH OF MASSACHUSETTS ARCHITECTURAL ACCESS BOARD PAINTED YELLOW WITH o (AAB). REFLECTIVE TRAFFIC o (4) 3/4" X 18" 2) RAMP SLOPES NOT TO EXCEED 1:12 (8.3%). PAINT FILLED WIITH l`__ LONG GALVANIZED I CONCRETE l__ 0 STEEL BOLTS 3) CROSS SLOPES SHALL NOT EXCEED 1:50 (2.0%) m O 4) DETECTABLE WARNING SURFACES SHALL BE PROVIDED AS REQUIRED BY THE ADAAG OR AAB. DETECTABLE WARNING SURFACES SHALL BE e o •' a RAISED TRUNCATED DOMES WITH A NOMINAL DIAMETER OF 0.9 INCHES, a A NOMINAL HEIGHT OF 0.2 INCHES, AND A NOMINAL CENTER TO I a 'r'"` CENTER SPACING OF 2.35 INCHES. COLOR OF DOMES SHALL CONTRAST rn 2-5/6" CADMIUM 2.25" a + VISUALLY WITH THE ADJOINING SURFACE, EITHER LIGHT—ON—DARK OR PLATED STEEL d HANDICAP CURB CUT DARK—ON—LIGHT. DOMES SHALL BE "CAST—IN PLACE" TILE TYPE. BOLTS WITH HEX a • ' LOCK NUTS 4„ g�� ' SCALE: N.T.S. FINISH GRADE v a •i 2.5" a. HANDICAP CURB ° — — " — — A SIGN _ _ — a e _2'-0" - 4000 PSI ;! a I i I CONCRETE (- — SIGN POST TO BE NOTES• I I a a 4 a DRIVEN MIN. 3' .1 •' ' ' — 12" DIA. a. 1) LANTERN SHALL BE WLS LIGHTING SYSTEMS — 4 ° ' ' INTO FIRM 440 SERIES POST MOUNT LIGHT OR APPROVED -i ' a a CONCRETE e ° 4" MIN. NATURAL GROUND EQUIVALENT. 36" , 2) LANTERN AND POST SHALL BE BLACK. HANDICAP *ONE SIGN AT 3) PARKING LOT LIGHTS ADJACENT TO THE AISLE — . .�•• EACH HANDICAP 1 -6 SIDE AND REAR PROPERTY LINES SHALL HAVE .3 CLEAR ACRYLIC GLASS PANELs AND ONE I :• • ' ' SPACE _ OPAQUE GLASS PANEL ON THE SIDE FACING =) 'a �. I I— 1" DIA. PAINTED 19, STANDARD THE NEIGHBORS. — PVC CONDUIT WHITE STRIP SPACE 4) THREE APPROXIMATELY 500 LUMEN, 2700K ' (45- ANGLE) PAINTED WHITE (WARM WHITE) LED BULBS PER LANTERN — •: _ a — SYMBOL (APPROX. 1500 LUMENS PER LANTERN). — I _ 6 OF CRUSHED 4" PAINTED — 00° 00 000 0 ° I STONE WHITE LINE------`_ .\ I °O o° o o ° 2 ( ) 36 HANDICAP PARKING SIGN BREAKAWAY SIGN POST DETAIL PARKING LOT LIGHTING �I 0 °° ° °0 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. No Date Description o Revisions 42" 4„ DUCKBILL ..._ -- 3 17" TIDE GATE Li SS BAND — I a f ;r �; BLLARQ 5, 8, g, CLAMPS Q r rti> PJN NOTES: R16" � . 1. PAINTED HANDICAP AISLE FOR HANDICAP VAN SPACES IS TYPICAL PAINTED HANDICAP SYMBOL NTS � s� RoeERT 9 8'-0" WIDE. 00 SPECIFICATIONS �� H. N „ HOUSING-Crown:Virtuallytamper-ploofconcealed stainless steel fasteners in the castaluminumcrown �� ��, GRIFFI i' 8 DRAIN PIPE 13» assembly,withOne-piece,cle3racryliclensenclosurefuIftgasketedattopandbottomedge. CIVIC Lowe rHo using:One-piecA..322inch seamless,extrudedaluminum.Variousheightsareavailabieind' 90 #36686 ' PARKINGSPACE DETAIL increments starting ata minimum of3o"(maximum height is 6d').Lower housing attaches to cast aluminum basepbtewfthfourstainle5s5teelrollpins.Require5fourha3vy-dutyVd'xid'gahranizo-dsteelanchorbofts. SCALE: N.T.S. optional ioughneckreinforrement is.375"thickzinc plated,steel base platewith welled U shaped reinfbrcement.318"diameter307stain less step Iroif pin s with 10,000 lb.shearbad. G /3• 2„ LE D'S-A n a rrayof 24 select high-brig htne5 s LEDs In Cool White(5000n,Warm White(350on o r Ne ut ra I White(40001Q color temperature,69 CRI. NOTES: 1. Tideflex Technologies Series TF-2 or approved equal. 36"fO BOULDERS REFLECTORIDIST-Indirect.PhotometricdataistestedinaccordancetoIESNAProcedures. 2. Mounting Bands to be stainless steel. ON EACH SIDE TO ('LAN SECTION PROTECT TIDE DRIVER-State-of-the-art driuertechnobgydesgned5pecficallyLSI LED light sourcesprovidesunsurpassed DUCKBILL system efficiency.Driuercom plies withlKandFCCstandards. ■ ■ o DUCKBILL TIDE GATE GATE FROM ICE & TIDE GATE DEBRIS DAMAGE ELECTRICAL-Uniuersalu�oftage power suppy(12o-277VAC,5oJ6oH�.347.48oValsoavaikble-400mAis Gri SCALE: N.T.S. standard.Surge protector meets lEEEC62.41.2.2002,Scenario I Location CategoryC. OUTLET 1 6 �, OPERATING TEMPERATURE--401Cto+50°C(A0°Fto+1211). Engine r ng PIPE (n5mm) V p, C2 Q atckb4."zSMjM FINISH-Pa ester wdereoatfinishin rocess.TheDuraGri finishwith5tardsextremeweatherchan es e 5' P g P 9without cracking or peeIing.Color-coordinated decal is available in 9 standard decaIcobrsorby custom order D = rvfroma selectionofhundreds.DecaIisguaranteedlbrfiveyearsagainstpaeling,cracking,orfading. 495 Cabot Street, 2nd Floor"p6mm1 Q WARRANTY-Limited 5-yearwaranty. Beverly, MA 01915 0%7mm) �s%1O LISTING-ListedtoU.S.and Canadian safetystandards.Suitableforwetbcations.DLC-notallpossible RIP—RAP _ 12" DIA. DUCTILE M"Om distributions are DLC approved.Plea sereferto DLC web sfteforspecriclistings. Tel. 978-927-5111 D APRON IRON BEEHIVE- , 0 C � � 4� Fax: 978-927-5103 NOTES: p p` FRAME & GRATE 1) D=PIPE DIAMETER �, Dane15p -��� ARRA � 2) W=31) + L wn�gccndarR x\,t.11 &45EDETAIL JUNIPER POINT Naec Gorouh factoryfor bax pretlrnplates. 3 USE MINIMUM L=3' FOR 6"0; L=6' FOR 12"0 � 0 CONC. COLLAR PIPE; L=8' FOR 18"0 PIPE. o 0 12" INVESTMENT CO. L 1' . 4 H=1.5 X D50 (BUT NOT LESS THAN 6") . LC 5) STONE SIZE: 6"0 D50=6"• 15"0 D50=9" 6" #OF DRIVE COLOR LINE COLOR 16-18-20R FRANKLIN ST $» SERIES TO DIST SOURCE D CURRENT TEMP. VOLTAGE FINISH OPTIONSDECALS ACCESSORY SALEM M A ,> „ SBRL F.Flat ID-Indirect LED 24 400 CW•Cool White UE-Universal B RZ-Bronze H-)OQSpecifyHet"' 45.U htGald A8KIT-Anchor Bolt L (LENGTH) REPLACEABLE R-Round p000l� (120•277) B LIC-Bt3ck P CI120-Button-type 2 0-Charoal K,it(3/8'x TO' RIP—RAP GEOTEXTILE FILTER BAG Nw-Netrtralwhite 347-347V PLP-Platinum photocell. Met3nic Galvaniae) FIOW D tw.7oof� 00-480V plus SpeciVvoldge 55-Black HSS-Round House APRON ("SHORT CATCH—IT") ww-VarrnWhite BUF-Buff GFR•GFIDuplex 94-Blue Black Side shield (3000f} WHT-White Receptacle 54-Dark Green GPT-Graphite LAB-Less Anchor Bolt 51-Dark Red rt� SVG-Satin Verde R N-Rau hneckHea mato Red '; : 6" DIA. SCH40 g +� 21-To `: �1� O O O O "H" (THICKNESS) D OUTLET ADAPTER .'.t.!".'s`' \, F .T-\, ,• `\ 1 � Green uryMountingP to 50-Ylhite ,'•":,\y.. •,.�•.� •v'Oil'i,. i�.:t\•'+:•4":'It .t.•.;\,::a}.v +•w.•..Z-7,.': '•.�;vir5`.Si•<tt�� F09TNOT MSV•Meta lliC °°-Aztec Silver DETAIL IV S iltie r Metallic 7�rJw//ar rat�andgJssJ�v�rY3on6•Im/amJmts\r•\nbw/•J,rmcl�sur// •• r,�\-iyt ^\ '�' �\ • d'\''�`�."1\...-h,L..7i'i�t•'�i�. ,St�Y•• V 1 t/ '..4rr.c'• n. �r:r+" +y',•;.:'w.,•;1.t, .•ia^t,: R'• i ..: r�'''<\`yY,:.1••':•3., .St, w��y"��a'l':"`�•i''.7,:M'.":\r�'r�� ��vj�•\1'�•ij:.+i'ai a.� t,+''t�.,.5.�« 7 OZ/SY 12" SUMP " SBRL F ID LED 24 400 WW UE BUF 55 HSS NON WOVEN 12 6 OF DIA. (EXAMPLE ORDE FI GEOTEXTILE 12" COMPACTED STONE NYLOPLAST CRUSHED ORDER: FABRIC SAND—GRAVEL DRAIN BASIN WLS-SBRL SQ-QLP,- As—shown BASE ,lob No. 1698 RIP—RAP APRON DETAIL AREA DRAIN DETAIL WALKWAY LIGHTING File Nam p\pro\salem D- 4 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. DatZ 6/13/18