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SPR & SWMP Amendment Approved Plans '1o' ;' )Q" �}1�SI�1`�Ita) Cpll�` sw NAP A �e;IJ1' ----------- ------ ------- SHEPLEY ------------ ------- PRokMA,.UNUTIOF V.- STRIPE ISLAND STRIPED CROSSWALK (Typ) I —� \ I !� \ / J- BULFINCH —7 "s ----------- NORTH SHORE MA 0221D • i' .�MwF T EXISTING PAVEMENT I T617.4 1-IF-41 0 CHILDREN'S LEGEND HOSPITAL -A-—------- GLORIAwR�REEw4K NORTH SHORE w WALLIS MEDICAL CENTER CO sTR,,cT CONCRETE `RETAINING WALL - ------- - wALI< - ------4' 7T- DIRECTIONAL 81 H,-�... A-7. ............. n WWI'\ TIMBER GUARD RAIL ------------- _-CONSTRUCT.......... ORET QCG 'X P CONCRETE WAJ( 10 , B.,1123 T SITE NOTES: STRIPE. I< 1950 SITE FENCE J <_Z]VAN ACCESSIBLE1. ALL MATERIALS AM CONSTRUCTION SMU.CONFORM WITH APPLICABLE CITY.STATE.AM FEDERAL COCES. sp 2. STRIPE�WET THE OF AASHTO M2,UL TYPE W. SSITEASS CWNWITHWI�TRAFFICPNNT.ALLTRAFFIC PAINT SNOW STORAGE AREA 3. ALLPAVEME MAMNGSAMSIONSTOCONFORMTO MASSAC�IUGE DEPARTMENTOFTRANSPORTATIONSTANOARD SPECIFICATIONS FOR AND BRIDGE CONSTRUCTION AND'MAWAL ON UNIFORM TRAFRIC CONTR DEVICES�AM'STANDARD AI-PIIABETS HIGMY SIGNS AND PAVENIENT MAMNGW.LATEST EUTIONS AND THE AMERICANS WITH DISAMISDES ACT REQUIREMEM UNLESS OTHERWISE SPECIFIED. GUARD R 4. CLEAN AND COAT VERTICAL FACE OF PAVEMENT AT SAWCUT UNE MATH I-I • -W I I VALET STAND RS-1 EMULSION IMMEDIATELY PRI�TO PLACING NEW BITUMINOUS rv1 F�D.C. BICYCLE RACKS(12��S) CONCRETE. 4—, 8-m�� o a <p SPACES OF RARER suRFACE NTED RAY POWDER COAT BOIIX-R BIJILDI�d' PARKING SUMMARY 16SPACES i`11 1 PROVIDED I SPACES 216 SPACES NEW PROPOSED SPACES r '-T41 ;1" EXISTING PARKING TO BE REMOVED 164SPACES Fi i MET PARJQNG INCREASE 52 SPACES HANDICAP SPACES WHEELOCK REQUIRED(IM): 22 SPACES PROVIDED: 2�4 SPACES V ACCE= REQUI ED(246) SPACES V-ACCESSI��R URGI-CENTER AN BILE PROVIDED: 6 SPACES SIGN(TYP.) -7 R-8 T\FA"I,] NAN i- - R� 26 SPACES SIGNAGE SCHEDULE '-,7P.) <= VAN ACCESSIBLE SIGNS1 .4...0 I=> 1SPACES 10SPACES 7 SPACE, • \ : ON[ L O I, N 7�1' VENT, io R4 /I �<, , /CONSTRUCT CONCRETEWALJ( /T t 7�1 S�PAES' T fi-PAINTED ALUMINUM US (Typ. SHE- II.ED.EN..) MATCH EXIS"IG BUS SHELTER • RmM C:CONSTRU AT LOWER E14TRANCE.�) 8 SPACES 16 SPACES -------\ FLUSH GARB- a all P '7i� 1PSI1NCREjF--I ' \ \ \T+ \ \ \ TPnl Re Tip, t MEET EXISTING CONCRETE ILI 6 'l-.N.-m-u-cT CONCRETE 2 1112H8 2 ,SITEPLANREVIEWCOMME-s PLAN REVMEMS -P-A REVI-Mh- NO.DATE E� V�N ACCESSIBLE HANDICAP PARKING . SIGNS Bp , I CONSTRUCT CONCRETE W- ON(�Pji , ' I' i 1' 1 ! _ I� ADMIN.SERVICES J #79 MEET EXISTING CONCRETE WALK RAISED MEDICAL PARKING OFFICE BLDG. EMERGENCY Use ONLY MEET EXISTING WNT AM Y PM-AVE-1- - - ---_ CURBS -z L ------ I L L RECONSTRUCT IS� D RESTRIPE ENTRANCE f—N DAVENPORT PARKING LOT ,REPAVE.EXISTING MOSK ISLAND RECONFIGUARTION 81HIGH DAVENUE, JOB NO:-2 SALEM.MA01970 ehn ------------------- SCALEZFE T N SCALE:AS SHOWN EUS RE OVE"STING Ck --------------- 7 SITE LAYOUT !�';.i r,'€;lil�' / i°1J PLAN w D. C201 o z 02114/19 PRICINGSET ----------- + 0. ------- SHEPLEY -------- ----------- ------ ---------- -SIM—ja BULFINCH ---------- NORTH SHORE --------- —lo CHILDREN'S HOSPITAL GLORIA LEGEND NORTH SHORE "ISTING -'T r WALLIS -----—---------- OIR MEDICAL CENTER —D—D DRANMIl f,s PR-OSED ,MA01- ------------ I,c D D QCQ 0 P.O1'z2 I V, Li D D Rig xl�l- (b R&I:tCq—E��l 7 EROSION CONTROL'NOTES: G�q Eli WHEELOCK 1. SEE EROSION CONTROL NOTES I DETAILS FOR ADDITIONAL EROSION �, I ,j .° ��--'"N�m ,II Fes" '-'. - '�`,11 �rg �/y 7---r\`I rj� � / aa:o CONTROL PROCEDURES AND CONSTRIXTION SEQUENCING. SURU L,___F -CENTER 2. DVIM INII-ET MOTECTION BARRIERS ARG�D IEGSTING STOW DRAU4AGE INU METS WTHIN AND IMDIATELY DOM GRADIENT OF THE MRKUAQTSAMASSHOVMONPLAN.—AIN FOR THE DURATION OF THE WOJECT�L PA�EMENT HAS BEEN INSTALLED AM �BTREA&l AREAS HAVE BEEN STAW�D. O 3. WNTRACTOR SHAU BE RESMNSIBLE FOR U�.NAINTENANCE 10 AND RE�CEN[ENT OF REQ�D)OF AU EROSION CONTROL MEASURES.CONTRACToRSHAUR FAIR ANUOR REPLACE EROSION OONTROL.EASURESAS NEEDED. • - Rw- O ,° / �rTeY]�.e0 1a x1 1 1 ( 4. ALL TEMPORARY LOAM STOCKPILES SHALLRECEIVETERARY c- ; EROSION CONTROL�EASURES. 12 1 5. 00 MTSTABI�D�NSTR=TION EN7RANCESATAU EGRESS D TomwAREAS. _j .E COMPACTION REQUIREMENTS = BELOW PAVED RETE AREAS I=> TRENCHBEDDWMTER .ANDSANDB�ETBACKFIU =% BELOW LOAN AM SEED AREA m ALL PERCENTAGESSHALL BE OF THE MAXIMUM MY DENSITY IT THE JJIF A A=ORM NMCOEIS%TMVRE CONT ENT AS MIWINED AND 00N7ROU.EO IN— M �MWOSTA��M.ME�ODC.ME�DE I TY - MSTSSMU��EINA=RDAMEN-��STM�D T-191. ___J - �rz T�.OR T-�AM T. % --V 4-- -—-—-—-—- -—-—-- ---------- . -----—---- GENERAL NOTES: PEEE I.ANDS FICATlous.�IkANS FOR PLANTING AND GROUND COVERZ vta19 .—ENTS SRE 2. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM KITH E DESCRIPRON APPUCABLEGTYANDSTATECODES. IV 'k\ 3 ADJUST AU NANHOLES. CURB BOXES,ETC.WTHI. UWTSOFYV0RKTOFINISHGRAOE. ADMIN.SERVICES I- — 4. CONTRACTOR SWILL PROVIDE A FINISH PAVEMENT SURFACE FREE OF L—S�n AND�NDING ARE . AREAS I�tJDE SUIM #79 ta ENTRAME AM IDUT RAMPSANDASLOADINGAREASADJCENTTCRITICAL THEN6 MEDICAL BMI)ING. o OFFICE BLDG. 5. ALL CATCHBASINS AND DRAIN UNES SWILL BETHOROLIGHLY CL EANED D OF ALL SEDIMENT AND DEBRIS AFTER THE UPSTREAM AREA is STASIMED. p lro K If % ------- s iDAVENPORT PARKING LOT RECONFIGUARTION x rill 81HIGH D—E, SALEM,MA919n NO: ---------------- N �Slop -- _____--- kk SCALE:AS SHOWN ----- • I' I;I+,;,it ff i, yi` } '' „ c� --C GRADING, DRAINAGE A" w AND EROSION ,r% / CONTROL PLAN C301SCAI-EnFE T z 02/14/19 PRICING SET AR x SHULwNJE9 V�COVER BETIRANE1. STORM DRAINAGE%PE 85AMTARY SEWER PIPE WATER PIPE vnN1 HETO MORTAR eEOIwANDL ■ ■ FO FULL WDTONEBEDDING SAND WDTHOFTHE FOR FULL rvSAFEOMrE S H E PLEY FOR FULL WIOSPRIN LI SPRI GLFTHETRP.T UP TO O TRENCH UP TO OW NGUNE SFRINGU R H RPE,8•BELOW "' OF PIPE,e'BELO AND Ir DES RPEINEARTIT TERPI ELOW wnv AL T B U L F I n C H OF RPE IN EARTH AND tY RPE IN ROCK WATER%PE LOANED AREA PAVEDAREA CureBKxs. T BELOW PIPE IN ROCK SHALL HAVE A MINIMUM 9 OF COVER. 4•COMPACTED SEE PAVEMENT SECTION ARK caxESECTmry LOAM 8 SEEDED zn \� LOAMEDAREA PAVEDARE4 MAGNETIC CAUTION TAPE xtmz 5L� srnlry T'V13HH MA OV10 SUITABLE BACKRLL 4'v I.O. I t2 T61T.423. h...'.800.934.%9t 4•COMPACED SEE PAVEMENT DETAIL MATERIAL.WMPACED AS 2PMIN DRAB gISER s E<eEurRle eouE SEcrlory ryosilory enegeyagincn.com IAAMMSEEDED ORIMTCH EXISTING SPECIFIED UTTIt1T/COMPANY wALKwA BLA SCI SCH.40 PVC AS REQUIRED OUTLET HOOD vMIFS J� THAT COS IEIS NO PC I INCOORDINAITONVNTH 'BA-IM `/SEE ELECTRICAL P ANTS AND BIICK cc- SUITABLE sueanse� PAVEMENT UIIUTY COMPANY +I xtrtz sMIN / NORTH SHORE {� MAERIAL DETAIL 6FEDETAILA ➢E7IILA \ \ MEDICAL CENTER COMPACTED AS tY SPECIFIED - , 4 SUMP BASE (TDXgIE t CROOvf JdXn w1'� 1 a(TYP \ 1 j O O SG / Bt HigNarb Avenue, BAND - tY.p2 MIN. BACKFlLL MAEPoAL BELOW PAVEDOR «ROCK \ BLANKET CONCREE AREAS.BEDONIG MATERIAL AND SAND SLAW(ET SHALL y s �� J CCRUSH UNDISTURBED BEW FACTEDTONOTLESSTHAN 3•SCH.40 PVC ELECTRIC CONDUIT " r %%OF AASHTO T99.METHOD C. UNDISTURBED EAIRTX ` /-\ r, Y�/�/. /� /� /� ) OCG SO BEDDING SUITABIES-T MATERIAL \S1, uo_ BELCW LOAM AREAS SHALL BE ac sHED srONE eE We ROCK W ACEDTONOTLESSTHAN90% IZZIML sEcnonssHULBEa,-Psr-CIETE P.O.BRx 113J hamNcriEuryport,M1tA D 1550 OF MSHTOTEs.METHOD C. 1. THIS OETAILIS PROVIDED FOR%ANNINO PURPOSES.SEE SITE ELECTRICAL pW1WINOS FOR FINAL 51$E. sEttprvssHMLeE COTmRETEIXAss AAN.000 M. O.Ix SQUARE INCHES PER uuEARfOOT IN AU.SECTIONS AND SHAu BE LOCATION.TRENCH DETAIL ANEI NUMBER OF CONDUITS REQUIRED. I. CRCUMFERENDALRONFORCEI-INALL 115AND 6NALL%F INTHECENTERTHIRDOFTHE-LL P-EDIrv.T.CENTERTHIRDOFrHE- 2. ELECTPoCCONDURSHALLBEENCASEDINCONCRETE. RGROOVE OF THE SNAu COWMI ONE LINE OF CIR-FEREHHAL REINFORCEMENT EQUAL TO 0.1x sa % THEToARE INCHES PERoovEOFTHE JOINT SHUL coNNx onE unE OF ggcuMFEREM4%RBnFORCEMEN EOVMiO 3'-0'MIN.OR DF2 IN vER uxuE'x FT .tx So ARE INCHES PER unEAR Four. (Nh9CHEVERISGREATER) a. eRUMInouS wATERvgOCF c NG TO BE APPLIED To LNTIRE EXTERIOR OF MANHOLE C �-. NIO�'TRENCH TO BE 4. RISEgs of 1.T,3 Mx CAry BE USED io REAH DESIRED DEPTH. 5. STRUCTURE SNAIL REDESIGNED FOR Hm LOAgrvG. CONRTRUCEDFIXi DILVNAGE. HAu m-11G. oPSECTIONERt NDSC ANDCOVTN TUTS. DSURFACE FFANRE95UCH AT CURBS. SEWER.WAER,AND G45%PES. a. CATCH BASN FRAMENJOORATE SHUL PEDEsrwNJ SAFE AND RATED FOR Hm LongNG. REINFORCED uVMJ s6ciwu0 OTHER LAJmscAVE mEATMENs. &UTILITY TRENCH. TYPICAL ELECTRIC AND COMMUNICATIONS TRENCH 3 CATCH BASIN DETAIL 4 DRAIN MANHOLE DETAIL NOT TO 6CALE G NOT TO SCALE NOT T06GM.E Y NOT TO SCALE rt gwsxEO au OE � � A I MAEINToMNIH LE NOF INV_. TO DMHB ` RPE INTO MANTOIE INVG3.00 ORnoE AOJU 24•STEEL FRAME AND GAS TIGHT COVER COVER SHALL BE 3 SregL FORT CAST WITH THE=RD SEWER•IN THE TOP.SET FLUSH WTII GRADE b 70`0 coNcrtETE cottAR SET FRAME IN FULL MORTAR BEDAND CONC. SEWER SEWER 4� COLLAR r ]. GROOVED TOP RING 0 B BRICK MASONRY CONSTRUCT MASONRY BYPASS WEIR p ECCENTRIC CONE SECTION(POSITION SO TOP ELW8.0 j sERT 6'00RIFICE MORTARJGNTSINSIDESOUT THATCOVERISNOTIM NWAIJCWAYS PLATE VITIT HYDRAULIC CEMENT VUTENEVER POSSIBLE) IN I 34•B OUTLET MONH SHPoNWNG)MORTAR SEEL REINffORGNO TO MEETAS.TM.ANID 18•HOPE FROM NlQUt OUTLET SECTION A-A PIPE AFTER TESTING MAKE AA.S.H.T.O.SPECIFICATIONS FOR K20 INV•65.15 WATERTIGHT.USING NPC LOADING NOTE: 6•HDPE TO EXISTING DMH FIEXRIB SEAL OR EQUAL AJ INVERT AND SHELF TO BE INV-62.00 STANDARD B4RTEL SECTION WITH PLACED AFTER LEAKAGE MST \ / 011RET ._O CBASE 5' FACTORY APPUEDEXERIOR yj Y FutE s MASTIC BITUMEN COATING PLACE HtY MIN.EACH SIDE • INIETn gmET Rv6 DIOIMENSEORN6 d RJISYCLEARANCE fi 0011 S PORT PROVIDE NPC KORNMSEAL OR 1. ALL SECTIONS SHALL BE 4,000 PSI CONCREE. k AccEs DENSE GRADED1_ 2. GRWMFEAENRALREINSORCEMENTSHALLBE0.1350UAREINCHESPER SECTION THRU CHAMBER (9EE NOTE a) CRUSHEDSTONE a I INVERTTOBESHAPEDVT LINEAR FOOT IN ALL SECTIONS ANI)SHALL BE PLACED IN THE CENTEROTE: PLAN VIEW UNDISTURBED SGL CHANNELD MORTAR TO PROVIDE T"Ro'"'TIEWALL OP OF SHELF SHALL NOES 3. THE TONGUE OR THE GROOVE OF THE JOINT STALL CONTAIN ONE LINE OFE VABOVECROWN SDIMTEERPRECAST REINFORCEMENTEQUALT0.12SQUAREINCITESPER F HIGHEST PIPE CONCREER UNEAR FOOT. - - SECTION B-B 4. BITUMINOUS WATERPROOF COATING TO BE APPLIED TO ENTIRE EXTERIOR - 1. WAER OUAUTY UNIT SHALL BE STORMCEPTOR STCRW OF MANHOLE. 30'HDPE TO ORAPFFt EDEQUAL 3. IIEUSE OFFUDsBLECONJEMONISRECOMMENDED 5. STRUCTURE SHALL BE DESIGNED FOR H2O LOADING. INFILTRATION AT THE INLET AND OUTLET WHERE APPUCABLE. INN4d.0 3. THE COVER SHOIBD BE POSRIONEO OVER 1HE OUTLET S. CARE SHALL BE TAKEN TO ENSURE THAT THE BRICK INVERT 15 A SMOOTH DROP RPE AND THE OIL PORT. t CONTINUATION OF THE SEWER INVERT. t ]. INVERT BRICKS SWILL BE LAID ON EDGE. �1 WATER QUALITY UNIT SEWER MANHOLE DETAIL ��1 DMH 5 DETAIL NOT TO SCALE V NOT TO SCALE <,. NOT TO SOME �CBB O • \. \\ ' NO.DATE DESCRIPTION � COMMEMS DMH4 RIM)0.1 15'HDPE_ • a I ' \\ ` t NVxS.ST RIM=69A L 51 \� JJJfff 30•PERFORATED HOPE PIPE INV(e)•fi5.B5 ry / 5•-0.0]5 /�\ EDVJITII3S PERFORAEDIBJPE HEADER AT BOTH ENDS RO INV(0)=85.B5 P I . INV(c 1Y ROPE RV IM]025 OMH S / )� L=8 O R-70.5 v y O__INV(ep65.31_ __SEE DETAIL p EMBED PIPE INKS DEAN. O. 3 INV(Mk65.3T THISSHEET` p��0 1� CRUSHED,ANGULAR STONE MORAFI fiODX GEOTEXTILE TOP AND SIDES w O INV(c)�52T D TV FINISHWADEVARIES NIUp-D D n DDD -DINSLOW%PE FROMD6915 _ ___ 69T(MIM TO]0.5(AMU"_____ ___ ____ __ 1 IYFRAMEBGRAE ., L J� ILJI1B•HOPE 30•HDPE HDPE TOP OF STONE EL•4M.O L=12 l=5 L•118 APPROXIMUE EXISTING / IW HDPE \ 5=0.010 �A-r i 65 LAO FIAT s- GCE __ __S .B10 _ INSPECTION _ ITw_UGAEDHOPE RISER CLEAN OUT PORT (TYP RPE WDFIATINVERT EL=55 .) -_. L - ____ e_ _ .0 Q -�? INFILTRAnoN / /�,� / / / / / /\ /, BOTTOMOP STONE EL•1.5 O R GMLEPYo 1.2 zmP) f0 / DAVENPORT PARKING LOT RECONFIGUARTION I 30 p _ _ A / PRE-FABRIDAEDT SECTION SALE.MA 01970 BI HIGHLMID AVENUE. _ r OBSERVEDGROUND"TER JOB N0:4 15.0,o .... _r BORING&2.ELPSO.6 -_____ _. , INSPECTION/CLEANOUT PORT N SECTION A-A - NOTTOSGLLE . I \ SCALE:AS SHOWN T .ly NOTTO SCALE STORAGE VOLUME CALCULATIONS SITE DETAILS 1f �■ _ .__)`. - 1 �I. \ \ TOTAL PFBSM VOLUME:3tlxT6'x 3.S. 5.320 CF EMBEDDED%PE LENGTH:(A.finF).(2 x 16LF)• 300LF VOLUME:3.14 x 1.25 x3001F• 1472 CF "- STONE VO UAE INFILTRATIONGALLERYDETAIL SCAEinFEET STONE STORAGE i.-CF C503 8 r=t0 SOME AS SHOWN TOTAL STORAGE:IAA OF 1,SJ9 CF- 3.011 OF Mee,owaR�PRx`«RM,P..*.,ra,r.�R.oA.+o,xw ffianlwm»F.eMN.FPH�oe•Iw.xao...M�...xawT.T*.wTw.�RM,a.. 02/14/19 PRICING SET - DAVENPORT PARKING LOT RECONFIGURATION MEDICALNORTH SHORE L I 81 HIGHLAND AVENUE SALEM,MA • I /' 11\ —_ — \_— —I_—_—_—y \` — I �' NORTH SHORE PIrr CHILDREN'S / \\\\\\\\\ ` `�\ ' \\�. J HOSPITAL ' l NORTH SHORE MEDICAL CENTER \' 0 81 HIGHLAND AVENUE — GLORIA SALEM,MASSACHUSETTS WALLIS l 1 0 rc '/ l \ •� I LEGEND SUBCATCHMENT BOUNDARY LONGEST FLOW PATH SUBCATCHMENT NUMBER LANDSCAPED AREA \ /\.- t — /l DAVENPORT .,,'.\/ \' 1 / PAVED AREA 75 10 WHEELOCK - \ SURGICENTER AREA SUMMARY 17l 1 C r i � \ \� - ,e. I \\—. _ �/ - I1 1 Total JPIiIIIvements ,Landscape, i� Poll 1 A 5 619 1 813 806\ ' Post/B• 24,002 3 1s:4o, T601 - u post 11.365 I_. 258 O. . i / Post 1D T 3,209 i 2,3841 825 Tl p ' j 32 / Post 1 E 16.252�- 14,340T,912 / Post 1 F JO 117 7 431 _2 686 Post 1 G• 12.482' 9541 2 Post 1 H 17.561 15,075 2,486 \ ,i 1 /l L Post 11 21494 13,135-1 8:359 e;= Post1J._ _5358 386. 4,992_ 1 / Post t K 6 437 4.337 2 100 //� _ / Post 2A 590 k 500.: 90 Post 28 2146 1 1 081�—1 065 Post 3. 92 9,12 -144 ��=n137 f 96889 01, 83 \� /.- 4 100 856 10856 Oak Consulting Group ADMIN.SERVICES / P.O.Box 1123 Newburyport.MA 01950 \ #79 Ph 978 312.3120 J � \ MEDICAL \ OFFICE SLOG. POST-DEVELOPMENT ` \ / SUBCATCHMENT PLAN I a\ I1\I \\ `', MACOMBER \ J I , \ \ —r0 I \ / BIRTHPLACE 411 111 , p / \ l a- — I I I / ////✓/// .-_ _—-- — I I I I \ CS \\\ 3 RESPONSE TO COMMENTS 3/18%19 1 RESPONSE TO COMMENTS 2/14/19 _ }�J// / No. Revision/Issue Dote PFA cnak.a er SCALE in FEET V=30' mom,by. Al by. PFA • 18026 DECEMBER 4, 2018 DR-2 3 3/18119 SITE PLAN REVIEW COMMENTS �X\� PLANT SCHEDULE SYMBOL I BOTANICAL NAME COMMON NAME OTY SIZE COMMENT SHEPLEY EVERGREEN TREES ■ TP THUJA PULATA GREEN MOUNTAIN ARBORVITAE 9 6'/'nl. BULFoncH PLANTINGS^( sc- ' ��/' I �I — .•• 111 SHADE TREES -�+k� — ACER RUBRUM'O.TOBCR GLORY RED MPPIf 4 3-3.5-CAL. 112 Saepon Lam '�� , _�- ;O'^ — fil \ I h ' �D.'�" NS NY55A SYLVATICA'BLACK TUPELO' SOURGUM 5 3-3.5'CAL. —'NA-0 J i y O�iYi t �.� =• \ NORTH SHORE OP OUERCUS PAWSTRIS PIN OAK 12 3-3.5-CAL. T4tT.423.tT00 T—A—MIRBOD.9UMS1 RA CHI DREN'S I-ID+,PITAL /!' 7 ORNAMENTAL TREES 1 Ifl \`� a-1-Y1d AR Or—NIGRA RIVER BIRLn 12 B-10 H1. CWMP 9 � I^-'- "�-"^-�..,y,�c)kL \ pA0-+' f\ { �S S'("'�� )/ SR SYRINGA RETICUUTA'IVORY HALO' JAPANESE TP.EE LILAC. 19 2.5-3'CAI. SLO ESE — �OA ,ate `, f TN,FOTR'�TH �H/�OR �E GLORIA l(� / SHRUBS MELJTV[-11+\-L'+NT V ,-y,\a� / L5 CORNU55ERICFA REDo5eR DOGWOOD sa zz5'n JALLIS r. �'��4 ^•^�Jl r fG FOTnERGIIIA GARDEN(( DN'PRf fOTHERGIW 99 3 GALLON IG IILERGIAf) 5HAMROCK' 5nAMROCY.INKBERRY 100 Ie-2—T. 81109MeM Avenm. 4O 0r -R'� ly "�'/ JL JUNIPERU5 C.IMO`I515 SARGENTJUNIPER )1 3GALLON BeMm,MA 01970 r MP MYW ENN CA P5—ANCA NORTHERN BAYBEFRY 26 2-2.5'HT. Ma , RA "U5 AROMATICA'GROW LOW GROW LOW SUMAC 269 1 GALLON '11 SPRCA JAPONICA 'LITTLE PRINCES)SPRCA 4l 3GALLON d �ffijF I �� ;F GRASSES,PERENNIALS AND GROUNDCOVERS ,G 'l 1 C51 \ I , O •i' '- t lGr,' J �` \/•' �4R fa PHE nEMEROCAW55TELLA D'OW 5TELL100Ra DAlLLY 60C IOUART `--�—¢... PPA MNN15ETUM APOLCROIDES TIMAELN'TIAMELN FOUNTAIN GLM' 5 iI 2 GALLON ' pG46 I` /■ \ \'� E f / � - � -\� -` -�, \:=+A,R.<LL✓ PPv PANIC UM MFGANM HEAVY METAL' 'HEAVY A1ETAL'5WITCHGRA55 110 2GALON r ` 2 PRO ROSA%THE FAIRY •FAIRY SHRUB ROSE 256 I GALLON p�ILI�f�Qp Q l AR PHE 6D l / ///pp/ / OF 2: I ' \` .% / /J � Ol._ �!,. 'i � S,) '-•-.�: '� '3' i-" O UB A M RESIDENL.LLC N � ki\ll .+ �,. .O_� LATER I\ \ IG 19 �•r e LEGEND u ----_PPA(__ \\\ •�``Y 5,I � `� `� `� � �TEW PHE 50 :iiT' '•: I EFE df _� `�/ O J 5 �5$TS 1cK. O N S ,'� op.] / A/�. �T� tw /�. e • SHADE TREE }S{ 1�`J �4'1{• ..-� 1 P2 \ RA Id \\� �� / �/ ``/ rOT"( �,o+P � i,l(,�lJr•. t 1' M I \ G9R PR05 GS0 WHEE � (Do ORNAMENTAL TREE ,u PPA _fl � P VI `-�_`_ ®p § Su ER PHE dO ' T AS f----SO I I i_I`_��- ,�_-_.�-I"�--I n I I JI a - E ; y.. t.}, LVEItGRaN TRH vW EVERGREEN SMRUBT NS NS OP2 OD DECIOOUSORNAMEMALSHRUM RA Id RA II � �J c e A it,'R,TE:IN NNNO..(rD BE CA RUT.01 OT OLS, ® ORNAMENTAL GRASSES Y SJ) AI'� `J\{\ JP PRESSURE SE.1M n•fii A FrPJRN LINE ((D^-� GROUNDCOVERS AND PERMNWS 9 ,7I y 1•. '\,� - H RS..BT.M w,ni n RFTJRN uTf l._J 3OP 26 i SJ]d IA. W:AR\tLY ONES sR ,/, sRz l 1�1�1��✓✓✓((( rtswsv+Hr<'.ulia SLOPE SEED MIX 7—IRTtNC£ENE OPM_UNE SCALE In FEET i l�j I i R-0 1 \ DRE ALARM FlTOM CITT L— '--'� '✓ Jc a PP � § e �b,o � � ��-0 1 I I)� i. )J w I '.. � -'SHE � �-t. IY� 'a.•.i L I ' L3 PHE19s ,7 IG5 ��--•-•d\ 99��..g yA fj 00 h 13 4 4 G //�5 -�`�- A�b'..4�.•y: 6i�^ 2 OP 6 4'.yN_A IG5 Ij/n ry.Yr' J,. _- 1 N p�j L :�T ! \.O' PLANTING NOTES �!dw.NM.�. 1.- CONTRACTOR SHALL BECAJ MAINTENANCEUIMEOIATELY AFTER PLANING AND WILL COMINUEUMIL flNAL WRITTEN 7 11 Y�bil'i 7� csd 'e s \ le SLOP SEED w f� }i •� e - i -•Y.! ve;sU`!�„C� ACCEPTANCE OF PLANT MATERIAL IT I Id g \ ___CS �J - Y --��*,A gyp . A" 2. OWNER'S REPRESENTATIVE TO FUG ALL TREES TO BE TRANSPWNI®PRIOR TO CONSTRUCTION START. 1 in pp, s MEu PH u r x / `` ''� I �7 1 I I�'^CAP.\ ,. • .ipp.p e. :11,' /�yj C - ' P � 3 C ONSIRCTIONSART.ERIFY ALL TREE REMOVALS AND/OR iRANSPLnMS WRH OWNER'S REPRESBJTAMEPRIOR TO •.. 4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING FOUNDATIONS.STRUCTURES.AND PUNTING 1 I. CS 0 BEDS. t •- {\. 9 4 b^ �{{\ IGi `" IGI 3 31t L19 SRE PUN REVIEW COMMENTS. S. M IMUM SLOPE WITHIN DISTURBED AREAS SHALL NOT EXCEED 3:I,UNLESS OTHERWISE NOTED.1 2 2/taN9 SITE PUN REVIEW COMMENTS 1 R y 1 yT� 1 C7 ,' w` W (\+,�..•....✓ TY ` i v q �`P 4h• •3 129n9 SITEPLAN REVIEWCOMML THE LANDSCAPE CONTRACT SHALL ALL PLANT MATER1AI51N OUANTIIIES SUFFICIENT TO COMPLETE ALL a F•{� ' 7 1'I�I I. _ j 4 i l 1 _.� I t//\ \:''.rt Gn'V�[ �FG') .�j OR NO.DATE DESCNPTION ;TINE c-0r�Ot,f SHOWN ON THIS DRAWING. 44�F M1 / ' l �eo Jc5 lil{'#� ` A Q \ " ,A1�2):ED I t� S) t ��1 Tfl 14 LOT ' r t� i \ ). ALL MATERIALS SHALL CONFORM TO ME GUIDELINES ESTMUMED BY ME AMERICAN NURSERY AND LANDSCAPE 129. Tc1'i € EM HOSPITAL b E 'y yF�. C p RS AM11rJ77SERVICES 8. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE AS TO ORIGINAL GRADES BEFORE DIGGING. '4yO •lA po¢;"�1'°°''++�`ty`' tL1 { I IY�• -„ � D,CAL OFFlCE 9. ALL PLANTS TO BE BALLED IN BURLAP OR CONTAINERIZED. {I It --^' I 1 � oaoDMIHIUM MELTIC WOOD CHIPS THICKER THAN I/41NCH AL .I � �• 1� 10. MULCH FOR PUNTED AREAS TO BE AGED PINE BARK:PARTIALLY DECOMPOSED.DARK BROWN IN COLOR AND FREE OF 5�L'H `\• �V .�p p;OFFICE BLOC. q e AhEr vm `; 1 • - LSO I 11, FLAMING C.Y.MIX SHALL E C.FERTI E OF LOAM THOROUGHLY INCORPORATEDRECOMMENDED WITHEDI ROTTED MANURE PROPORTIONED C.Y.TO I .Y.OR E°UNALFM.FERnL1ZER SHALL BE ADDED PER RATES RECOMMENDED P,5065 ANALYSE. 11R025 Y / II _ ^yam 12. THE UNDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR ONE I I I FULL YEAR FROM DATE OF S�i4. 1 1 I `1Ni Y\ ') a �Y'"y�`6. '•rw''°'y ...� ACCEPTANCE. 1 VR: I PA 35 \ _ IS. ALL PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE.AT THE NURSERY, AT THE SITE. A. 4. ALL AREAS OF THE HSUE TOPSOIL AND SE BEEN DISTURBED AND NOT OTHERWISE DEVELOPED SHALL BE IOAMEDWITH A MINIMUM +.ix� / DEPTH OF d"DEPTH TOPSOIL AND SEEDED. -. 01_TJ q J�� 'S Z ///..TT J 15. PLANT SPECIES AS INDICATED IN ME PUNT LIST ARE SUGGESTIONS ONLY. QUANTITY OF SPECIES SHALL OCCUR AT THE ) ^ L� r��OR��`r^�l' TLNIE APPROVAL OF PURCHASEDRESENTNG ONAVAtA&CITY.PLANT SIZE AND OUANIIIYSHALL NOT CHANGE WITHOUT :D`AC se a-Cw '� #6 'J APPRovAL of OWNERS REPRESENTATIVE. DAVENPORT PARKING LOT � ) Ag a ` 1^ e4 RECONVE UE. TION ', '. x+t•' � ^ �'� m, BsALEM.MBA IIS1.NUE. Joe No:aeas.az 4� N . SCALE:AS SHOWN C LANDSCAPE PLAN T _ - V. l L101 al 'i z ✓ ! 'J'- !/ / ' \\\ \ 1 �' 3` � 3 I= 02 I4119 PRICING SET Z J Y � II'Y, II' S EPLEN =58.18 rv�c B-57.72 O m / INSTALL AND MAINTAIN 1 \ \ r,z - \ 1 APPROXIMATE �$,� 7 1 SEDIMENTATION BARRIER i \ \ L4 \ \ o o \ LIMIT OF WORK I -- r�� rN[ovt(➢7�9SI+� / `Jl AllJ l BULFINCH Z t'�; _,,,62—— _ I / •\ ter., aor \T --�b �O'nest li II I' / \\\\\ — _• �d-r7 _` ` \ \-' /\\/�11 ;1 edeat�i C m �z REMOVE STRIPING,,, �� I s 2 Seaport Lane �y\ °O (TYP.) \ /� / I 1 \ ;;" \ `T° eoncre:e - ` m a Boston,MA 02210 ,+ NORTH SHORE T:617.423.1700 I F:800.934.9691 \`\ / sheple bulfinch.com N E m 1 1111 \ ��' ��,�� \\:'�\` \\\\\\ -- :;:::::::: :::::.•.. .•:=. ., .�:::::::. �, �, HOSPITAL KD SAWCUT PAVEMENT � .^•r. ;:;�\ `_: ::-: : - r: g"; : 1 `' REMOVE CURB 1 rn NORTH SHORE w X I '1 fiT _ n `h mil .- :•. .' - - l t \ I s -� RIA o .�. . � .�Cv MEDICAL CENTER — ram •:REMOVE .�v LI _ _ ,'.•.INSTALLAND MAINTAIN ::=:.;;::':�:;-:•:•' "• -"•�\ S••, Pa i>- - W y I 111 1 '��".-.•. -. ::•SEDIMENTATION BARRIERWALLIS •::�:�:�:::�::-::-:::::� \.- . .-._ . ...-•- .-..•.•. ...- -.•.-.•-:-.--•. -,.,._;•-•-..-._._."•.;.-.---•- ."..., ;1 a -� � % � O � c _ '\ `°\.\\.�•. \ \ . T T • - 81 Highland Avenue i I : PRo Ec . o LEGEND 9 \ ; `�. . a L �> -- _ - - . .•:�:�=•=• a Salem MA01970 �:hfH Rlld-89.22-\ `V y4 \ 1 CONTOUR REMOVE Z m \ DRAIN PIPE I h - o REMOVE: /I O 'Qm 1 - m {o WATER LINE I "•.•�.•.•........ . .... ...•-_-- •.•.-. -." =:�:�::;�:-::�:�:•::-:�:�:_:;::-:.:;':�:�.•. . . .�..•�•.•:-:;':-:�-:-° . :-:.:'-; - ::-:•:_:�' REMOVE TREE TYP. � wa P ::�:=.:::=.'-:. ."•-.�.' •. .., .. . . .� t ) e � m 1 j+ DRAIN TY . ° t / i 1 \ ). a 1 1 1 I a y 1 - 1 1 1 ••• ;.;.:-:•.;.:.; :;:;':•:�:;"--. - :-•�-":•�: �:•:�• •:••:-:- REMOVE CURB /`.lf.t GAS LINE ram+ REMOVE PILES a SEWER LINE � 1 oI 1 / 1 t I �. :•:REMOVE-"-' -.•. � a � IRRIGATION LINE----�,. - IRRI •\•'�'�:-: OakConsultingGrow 1 � � O 1 OCG \1 1P.O. B �., E STEAM LINE I v - r s EA\ EMO E 1 R r \ - I ort MA 01950 1 -'• \ - •� � Newbu 0 , I \1 rY A ELECTRIC LINE � ELEC C a i — . -\:•"•.'•: - •\ '� FA FA FIRE ALARM tx O X. \ \ CATCH BASIN 3 a,m I i I 1 w \ \ REMOVE EXISTING I ' BY N MANHOLE \ �.;:; to \ \ :\ • - . . .- REMOVE \ - "� PAVED�'ARKING LOT \\ ., o 0 � - - - - - :;:\:.::.::::::::.::::::...:::..:•:-:-:-:;:;.;.;.;;,:.;.; -- - - - SEWER MANHOLE _ y' \ \ - - - - - - _ •.-\•.•:•:•:;:.-.•,"-:�' FIRE HYDRANT m t > \ \ g _ \� ,,\ \ \ - ., - -• - - - '� \ O , �" _ � � we o WATER GATEPOST INDICATOR VALVE Ln - awn PAVEMENT OBE \ IMED O ED/RECLA Cx k REM V to - 1 t�►t.,{ 11 \ \ \ \�\ \ REMOVE LIGHT POLES AND \: :: : . REMOVE UNDERGROUND FIRE \ \ \... .:.: : .:.:.. .:....:.:.:.: : ::::::.: : ::::. \ ca ca L� \ '.- \ \ -'FOOTINGS WITHIN AREA OF \.;•:•.•.;.;.;..• --t ' ---.._ \ `•� \ - ��__�� SAWCUT ALARM CONDUITS AS NEEDED TO �. =:��: �- `�" - \ \ I REMOVE BLOCK WALL y =•PAVEMENT DEMOLITION rJ O �, ., -: , I \ 1 BARRIER ACCOMMODATE PROPOSED GRADES \ \ r I \\ \ \ REMOVE °p 870 — r 1 1V 1 P ABANDON REMAINING �. -- � e G \ 1 - v \ \ \ 1�:_ `: o I .- ,. �' / \ •:;:;.;.:-:'-:•:-:'-:•:•:-:• ,::•::::::.:.:.::. ;'I _- \ � „� �.-.._ � � � APPROXIMATE LIMIT OF WORK REMOVE ABANDONED STEAM LINE;',:-':_.�.-. : - •.•- - •._• DRAIN '' •" " ': �� 1 �! 1 ,� ll a °"` � �yt I I \\ \ •_;.;:;._.•..- .•., - .-. � r c OWNER TO TEST FOR HAZARDOUS-MATERIALS:;:;:;:;.;.:;:�.:_ OJ rn f' z I /� 1 \ C o \ \ 11 1 D rn \ t 3 1 � hr D DEMOLITION NOTES: 3s• ° rn 11 FO R m: REMOVE BRICK TERRACE PROTECT AREA DRAINS ._ --. --�. I •. .•-.-.•-.•.•-••�:-:•:•:;::-:�:•=•-::-:;:;:;::•:•::::::.:.::.:�:-:-:�: AND ARE THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE < \ D BOILER ILDII\ 1 I 1 O / NOT GUARANTEED BY THE OWNER OR THE ENGINEER.IT IS THE T,`J I 0 c P - t 1 i I S ANTICIPATE T LOCA TE ALL UTILITIES, C/ T RESPONSIBILITYO IN C ONTRAC OR S FOUNDATION REMAINING REMOVE F UNDA O- _ G RE O O I \ �V IDENTIFY DEPTHS F EXISTING _D O EX S q . 1 I I I i 1 t � - - J E EXISTING UTILITIES 1 pA RELOCATE S•: ."°0 ..� T UTILITIES AND EL C 1 T PAIR EXISTING .SI ASSOCIATED CON FLICTS,S RE•� STRUCTURES A SOC T ACCESSOR Y STRUC U S - 1 ' rn rJ UTILITIES T R i L -U IL ES IN CUT AREA. �••VE •" �•R.�AND"-.GUARD'.�:REMO BOULDERS GU DRAIL ��:�:-:- -"•�� s c ) W � 1 I - m . r- - I - - T THE WORK. 1 t T COMPLETE r REQUIRED O CO\ I nNOTE •- �' BOILER BUILDING Q -t ' O WITH FORMER BO LE U 1 SEE 8 1 1 � VERIFY GAS LINES". w I �. _ �» /; .•: �� 1 _ \ REMOVE \\ 2. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NOT ALREADY 1 REMOVE t E V I c DECOMISSIONED 1 1 A FNECESSARY ' \ ARRANGE AND PAY FOR ALL 1 1 1 Y , 8 OBT AINED BY THE OW NER AND G A - l CUT AND CAP \ \ \ ._-, •r'�:-=• -. a AUTHORITIES HAVING • ,�. -.•.•.;. .`., .;_;-:•ice- - . . .-:-'-.•.•.•.-- ' -:-::-�: :;.;. INSPECTIONS AND APPROVALS FROMTHEA O •-; \ _ - REMOVE '',��N1� z ��I1—�-- • �.. , \ A- ,� -,___;� \ �_ � _ -C _�-� _ -- \ ---- _ -- - -___ �>(�'�_ :o::�. WHEELOCK JURISDICTION. / _ 3. SEE SITE PLANS AND DETAIL SHEETS FOR EROSION CONTROL DETAILS- '-- .-.•..-. .-: - -- ,. REMOVE TOP SLAB FROM •.•.•- •.•... .... . .:.: :- - =i CONTRACTOR SHALL INSTALL APPROPRIATE MEASURES PRIOR TO ANY -_ : : ::•:•'.; :: : \. - p \ o - UNDERGROUND ROOM AND FILL TO BASE _.'. ..'.'. ., . . ... S' RGI CENTER " . . . . . - . -••:•:-- •.•.• •:'=•�:�:-:- . .� _ DEMOLITION/CONSTRUCTtONACTIVITIES CONTRACTOR SHALL MAIN AIN <:,. .- . .- ,•. . ...• - .•.•._ . ...- _ -.•. . .-.- , 1`��`. > ,�: . � ,. � OF PAVEMENT SECTION WITH I t!1 __ t ,,_-; r.,, . - . _ . . . . . . . . . . . . . - . - . •. . •:••:•:-:•:• -Y9Rr,,,:�:,-�-_f' •S' .'-v •. • .`� �1 ® mZ r DURATION PROJECT. . . ;:;.:-::: ,.• . � : . . > � , EROSION CONTROLS FOR THE E y�. ., - - • .. . . . .. . . . . .. . . . . . ., - . . - . . ,..;.;....•. :r�:_, ._..�, - ,� O - COMPACTED GRANULAR BORROW. Plfi \� .-.'1,•:• �� :;.:-��"�trnv '- `~'�� all 7 r-DZ t � � :•::•:•:-=:-:•: :•:;.;..•...-..-..•.•. . -. . •. - -\-\.\`� \ \ '\ \.\. .\-\ \`c . -\•'!-\ .\ \ . -- - - " . _ _ < ..: ."," -': .." �-�' _ - - � . . - \".,�� '• n II _ �rn SEE STRUCTURAL DETAILS FOR '- 1 � ` •�-\�.�5•\'\��: :;":''�';'--:-:--:•.-.--,• : -' -. >�. .•":•S\:-:,-,�-,�'irve.•.--;•:•- - - � �' o �' z rn SAWCUT AND REMOVE PAVEMENT/CONCRETE ONE FOOT OFF PROPOSED _�. ::•:•:;::•:- \ \ .\-\. \ \. > �_w _II { MEASURES TO PROTECT EXISTING u� \ 7 '� rn t 1 , _,- \ 1 C - I I RBLINE IN ALL AREAS •e R EXISTING CU T CONCRETE O, r• PAVEMENT,CO C C •:-::-:•:•::•: : :-::-:�:- EDGE OF P E t•c1 r " \-•�'�v � BUILDING STRUCTURES TO REMA• ..•• ' BUL GS I .\.�-•�'� -.r •:•:-:�:�=:•.•- r� I I � WHERE PAVEMENT TO BE REMOVED ABUTS EXISTING PAVEMENT O a: : : :-: .;. . . . ,�� REMOVE CONCRETE WALK _ \. ` " \- N P I r.. O :. CONCRETE TO REMAIN ,, . . . . .• ._.- _ " . - REMOVEA D REPLACE . ._ . - •. . " .• - " .. . . .. . ...:.:.:. _ >- •, . .-... . -, �> .: / . . a AND RAILING . - . . . . . . . . - 8 WATER SERVICE . . . . . . . . . - . . . . . - . . " . . . .� _ -.,�` •.Y V CO THE 5. A MATERIALS SCHEDULED TO BE REMOVED SHALL BECOME H •.• ALL L S . 1 Y OTHERS)/N TO BE DE FINED 8 0 UTI I S iN TUN EL•' -�-- - L OTHERWISE SPECIFIED. ALL CONTRACTOR UNLESS O S HE NTRAC O• 1� - PROPERTY F T CO g<, .. t O I I I � :•:•'- '• - ' ' SALVAGED MATERIALS NOT SUITABLE FOR REUSE SHALL BECOME THE 1 � `\, -, -, - •. .,•,•. .,•,-.•- .-•.-. •;-. .,•, •. - LOW RESSURE STEAM WITH A RETURN LINE S LV GEDMAT S H HIG PRESSURE STEAM WITH A RETURN LINE CONTRACTOR SHALL DISPOSE OF PROPERTY F THE CONTRACTOR. THE . Co 1 i RO RTY O C o G SERVICE LINE O ANCE WITH ALL FEDERAL STATE AND FF SITE IN ACC RD ALL MAl E RIALS O o � , I l �2 o r� ATER SERVICE LINE Ti - 3 = 1 \ Nm aY. N DES. 4- - � N ORDINANCES,AND CO REGULATIONS, LATIO S O C S< �="\:-�-�'�' LOCAL G I Y N SERVICE LINE' G 5 �> I OX GE E CE � : a ELECTRIC SERVICE LINt` r 1 \ LE -+ .e =� x 1'. f n , c (I � FIBER OPTIC CABLE LI I ED F R COMPLE ION OF ORK. SM - . . . . - - . . "•"•.•-:•:•: -:,:•:•.••:•:• •• REMOVE TOP OF AND•:•:'• - \. REMOVE TREES AND BRUSH ASREQUR O i r '. •, - .,•, •, ., a FIRE ALARM FROM CIT OOP ` 1 �d- 1 UTILITIES WITHIN.:•._.;-:•.•."•:•-� •.� .•.•-;•:'.-.;--•.-.,>•;•. -.•� CONTRACTOR SHALL GRUB AND REMOVE ALL STUMPS WITHIN LIMITS OF / I 1 _ .b hn N ACCORDANCE WITH F DERAL STATE FOFFSITEE 8,-• •. DISPOSE O O- WORK AND BA KFILL WITH COMP 'A n WO A 1 � _ C ACTED:•.-.•- .. T } ° �v 1 1� w \ SELECT :�:�•:-:�:�:��:.:�=��'�=�'��'�:��'- > .THE CONTRACTOR SHALL STRIP / REGULATIONS. C R A S R AND / LAWS AN REG LA �o LO CAL LA D c� c� GRAN ULAR FILLS=- ti O : • . - . . - . . . . . . . - - - - - . . . - - . . - " . .•.• ATE LIMIT OF TUNNEL REMO L WITHIN THE LIMITS OF WORK.SOIL STOCKPILE APPROXIMATE MIT NNEL STOCKPILE ALL TOPSOIL . - . . . . . . . . SEE MECHANICAL PLANS a LOCATIONS SHALL BE SUBJECT TO APPROVAL BY OWNER. STOCKPILED uz 1 a � • :•••�.•:-:-•:•:•:--:-:•:":: •: :•�:-:-:�=_�:�:•�:-:-:•�:-:-:�: �:-- •--. - �--.•- ''�"•. - •.'. -.•.•. •-•. •.•, - -.'.•- -,•.�- .- \> TUNNEL TO REMAIN � r L MATERIAL NOT USED BY THE PROJECT SHALL BE REMOVED AND DISPOSED '�� -.•''\-" . .•,,, . ..-. •--.•- --'.•. . ._...- ...".- . • , . EXISTING UN EL c� 1 _ r THE CONTRACTOR._ O F BY E CO C i / 1 _ REMOVE ABANDONED AM LINES WI THIN..' I oPROTECT i 1 '• VA LT�:::':��:.:;:�':,:�:.:�::::.=;':�:�:�::-:-�;':-:�:-::-:.::�:-::::-:�:�::::::::.:.::�:-:�:�::-:-:-:�::-:•�:":•: rn 1 U -a 1 CON STRUCT VENT FOR TUNNEL 1 1 \ DISRUPTED' P R DAMAGED OR BY :�:��:�:�:�= :�:�:- :-� EXISTING WORK O R PROPERTY TY Z. 7. ANY E \. ,j O t N 1 1 r _ SEE MECHANICAL PLANS � SHALL E REPLACED R REPAIRED ACTIVITIES L B CE O T- CONSTRUCTION/DEMOLITIONS �'''}�j D \ 1 5 J 4] 1 1 _ _ O t \ V Y THE AT N TIN C CONDITIONS B E O a R INAL EXISTING O I- t' O :�:-:�:�:�:.::::::::::::::::•:. ._ H OWNER. N STTOT EO 1 REMOVE P •TI• N�. •_� ti ADDITIONAL CO I ,. -- . . - .• .; --_.•- '• -.--:--•-•-:-:•:•.;-: :•-:•:-:-.--.-.•.• - •--.•. -"-. - - •-----"•.;.:•-•.;.:•:•.;.:-:-:;�•:•-;;:•:•'::;::•:-:; :- :-:•::•:•:•::�:�:•:•::-:-:•:;::-:�:::;::--• :•.•.•.•.:-.-.•.;.:." . .:•:-:�:;::�:•:;'--:-: .•..� REMOVE BUS STOP SHELTER PROTECT BOLLARDS -..- - - . . . - =. . . ----.. . .- CONCRETE SLAB - •. . .-. 1 REMOVE t5'OF cn , 1 � •.'.'+t- AND CONCRETE PAD EXCAVATION I PROPOSED ABOVE ACTIVE UTILITIES THE 8. WHE RE EXCAVA 10 S O TI -:EXISTING BUILDING:'-: /REMOVE RAILROAD ES B / ' -.. ..•. ". ,_--•. .".,., . ..-. . .-•-•.•.:-:•:--. . . . .,.\,.-:.-•.--:-:•:•.:.:. ..:.:.:.:....•-:-:•:•:•:;.:-:-:•:•.•:•'-'R•M'V . . � ADDITIONAL EXCAVATION TO LOCATE THE - E O E ABANDONED•'-•� .:•:•-•.; -•: :-:;: �-�.:• - - ; �� - .: CONTRACTOR SHALL PERFORM ALANDSCAPING'� WING WALL:�:.:..:::.:::.::�:�.•.:-:•.• :•:---•:•�'-.-:•:•.:-:•:•.•-;.;.:-:•:•-:-:•:•:-.•.•••-:-:• . w �� t STEAM LINE•:•:•:_:: :': \ ACTUAL DEPTH OF THE SERVICES AND PROVIDE THAT DATA TO THE \. - 1 N F 1 R TE T TRA S ORMERS I P O C - �- ! ! CITY F SALEM. WHERE PROPOSED GRADES MAY OWNER TO TEST FOR ENGINEER AND THE C O S - v " a o - S r_ .� - - . . •:• HAZARDOUS MATERIALS:•=--:�:�:�•:•:•=•--•-•-'• •'' - �:-�:••:' •:"".�:: �'- •` �' � '/ RESULT IN LESS THAN 5 FEET OF COVER OVER WATER SERVICES, b i 1 I OR 1 PART R INCLUDING PIPE INSULATION RELOCATING AR- CORRECTIVE MEASURES L ` —s2 COR 1 1 WALK AND I \ REMOVE CONCRETE WA s \ �� .. __- •.•.••:•.-.•-•-"•.••-•:•:--"• •--.••:•.•.••••. -••-:•:-:•':�:•:"::�:-:�:-�:�:-=-::�:�:�=��'�:\:;::- - OF THE WATER SERVICES MAY BE REQUIRED BY THE ENGINEER OR THE CITY. - a,!road tie retoms+.g wells \ 7 '.•"•-• -"•-••• •"•-• ' - : : : .":, �oo RAILINGS. COORDINATE TEMPORARY I r- \ REMOVE TREE - :-:_: : _:-: \ : :;:: : : - I ACCESS DURING CONSTRUCTION- . 1 1 :��:;....::�..:.�.-. • \ O '--- — ------ — CONSTRUCT TEMPORARY ontlscoPing _ _.,-- s __-- : -- �q \ REFERENCE PLANS: c �'. O �� sba+us' -rubs ,,, � -•:•:- a� `}Ip e \ R c patio s eps �cs� as ✓O Op °gton \ 2 2/14/19 SITE PLAN REVIEW COMMENTS \ 1 \ PAVED SITE DRIVE 1 F QL % ' �, REMOVE VALET SHED :- \\ COMMENTS (WITH DOW CO.AS-BUILT PROVIDED BY THE mall G,,.... C-, II OWNER DATED JUNE 016. M/ ) SITE PLAN - `s '� tl . . . ,--•.-. n =m -: 1, AFC QL, CONDITIONS , - :; ";•:•-•.'-'-••' N NO. DATES DESCRIPTION SAWCUT CONCRETE REMOVE WALK .: III SFD C EXISTING CONDITI SURVEY S I ►-, I'`' ' \� �y - ;.;I a� ITI cj -'�- ° AND CURBS n s I a N I REMOVE GRAVEL PATH 1 _ _ I O �_ U -: -:::�.`: 8" 2. SUBSURFACE UTILITY ENGINEERING PLAN,SALEM HOSPITAL PARKING LOT \ C bP VCp :-:�:;•: o Y BSI ENGINEERING INC.AND DATED �o . ..'�:�: .'�'-'��'�'�'�.�' ��-�.�"�'��'.'.'�-� r- PATIO -� EXPANSION SALEM MA; S I!'' REMOVE BRICK O C', r sC S Qj, l KEY PLAN: ' - JANUARY 019- • - 'ADMIN. SERVICES z n :- o FUG SD QL / 4 2 \ O SAWCUT AND REMOVE PAVED �' .•: "'' Y CF D • SE t R, £ pJ_ I•:+ \ J I� O-i `i< DRIVE AND SIDEWALK I nl - :�::.': ° BR/J' 3. NORTH SHORE MEDICAL CENTER CAMPUS CONSOLIDATION PROJECT a C W O c SALEM,MAS ACHU ETTS E EX,� ;:;�•. ., to EXISTING CONDITIONS WORKSHEET IN S S SS FIRE ,� 7, G', / PARKING LOT O � •,•\ a m ...., 7+ 1 PUMP �yj 7(� \. z COUNTY PREPARED BY DGT ASSOCIATES AND DATED JANUARY 11 2019. .5: _ , S \_ •�•� nl �r^•'� •pt/9 � - `G' c C'C ,"� �tA , , RECONFIGURATION RM PROTECT GAS LINE 1 1 ._ . . ' a Z c a t3 / 'i 1 O� REMOVE AND SALVAGE GRANITE CURB o -c7 n,,� MEDICAL : : ~� a n It°i }Ii / FEEDING NE W CENTRAL \ ACCOMMODATE TEMPORARY DRIVE "'Fo It n q V1-:TO ACC MODA Y DR O _ -I � a 'z a � o OFFICE BLDG. .I ,1 UTILITY PLANT 1 °�`� -_ t. • 3 � n �/ O QS OIL�-^� 11 ,P DAVENPORT I ° E PROTECT O O Z y p 4> onA _ - P / FLAG POLE Z SPAULDING �, \ � trailer 'v l � ate-h�_.._- t}, -I ai 1 1 9 1 II REMOVE CURBED ISLAND \\ \\ :'% eat_r°st oa l O t II II 1 a l }1! SALVAGE GRANITE CURBI I �- \ \ ter and crib SAWCUT AND PATCH \)\\ \ \` / asr.;: I1 ,t<os on l L l EDteEDs t 11 I 1 } PAVEMENT �4 I — p, SAWCUT PAVEMENT AT LIMIT OF DEMOLITION / 11 1' --r� \ \ \ \ \ \ \ \ ._ \� REMOVE PORTION OF CURBED ISLAND SALVAGE GRANITE CURB SAWCUT PAVEMENT 0." m E QL B + 1 \ \ z z \ Caa lea,�f(Doa� < Z \/ II•` g L.. \\. �� QLC a I ' \ `'°N` \,\i�� 'r on REMOVE STRIPING + ��s 1 , ; na �. mi r A i„ \ / MR,tr W �, �, w DAVENPORT PARKING LOT � K � � n° A� \\ ' a RECONFIGUARTION r- } , \ � `•. � REMOVE GUARD SHACK � �, / �•� od c� „i AND SURROUNDING CURB. \ f_ ) _d ❑ or 1 O ,I t� I "\ a / �S , / SAWCUT AND PATCH \ a / z y \ �/ 0 81 HIGHLAND AVENUE, It 1 m I 11 "g lacj /cf) _ PAVEMENT m'' ``Z Cj t - dO°r ——ri a" JOB NO:4845.042 SALEM,MA 01970 - to �' } 6�` :._ // / �9c / ('i y •.zg�g 7y' en - / C `O t=j I 10 IV N /'/` -' g I I - cDI`''? _ - - ., I I Q I I / / / // /n_ ——\_.____^ `t ` �\ / ^v, `�YQ•^�� L�! \ \ I \ \, C < n a I / SCALE: AS SHOWN 1 REMOVE BUS SHELTER APPROXIMATE LIMIT OF WORK by EXISTING CONDITIONS _ / � \ ag�ytE �� AND SITE o \\ m , / m �* PREPARATION PLAN ° S 1 \ ulllt*/ / ! / // / �► /�6 �' 0s,� 1 0 10 20 40 I T 3 c 0 1 _ N o x SCALE n FEE _ a _ A 02/14/19 PRICING SET THE ORIGINAL OF THIS DRAWING IS 30•X 42•.IF THIS COPY IS ANY OTHER SIZE,IT HAS EITHER BEEN REDUCED OR ENLARGED.TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY. U Z LL J m W_ ` NN *- - SHEPLEN � l !7ft I _j BULFINCH - rt _ Tk ��_. yvwv o Ovv vo ----------------- Seaport NORTH SHORE 2 Lane Boston, 02210 ---" -- \ \ O / T:617.423.17001 F:800.934.9691 -� _ �• d \ O ' \ ,l `l CHILDREN'S shepleybulfinch.com 62.5 O O HOSPITAL \ ,\ X I 62.70 62.7U SLOPE LEGEND { --- --- - / - -�. NORTH SHORE 63.20 - __-- \ WA IA 0% 2%: COMPLIES WITH RULE FOR ACCESSIBLE PARKING SPACES 64 3 _ - us MEDICAL CENTER GLO / , --- 2%-4% 65 O o 0 + _ 66 4/o-5/o. MAXIMUM RUNNING SLOPE FOR AN ACCESSIBLE ROUTE 66.3 �,. • ; \ +,�� \, 0 ,< /�\ 81 Highland Avenue, -'� EX) 67 65 \ .. y' Salem,MA 01970 68 7 v fi766 - -- _- _ _ __ - - - 1 \\O\\�-\ / 5%-6%: GUIDANCE FOR MAXIMUM PARKING CROSS SLOPE 69 -67- r 70 \ -- \ _ _ f. i l t r 6%-8%: MAXIMUM SLOPE FOR HANDICAP RAMP 1 + 72 56 71 ' + \ - 8/0-10% 1 \ \\ + + +V v _._-----_ 'q •. '•..-' a•• • �.' . , vv •• rrr yl�l I V'iA • v� I I' \ �o • OCG Oak Consulting Group k- 70 \. SIDEWAI W i na I I 9 .�� P.O.Box 1123 e �� Newburyport,MA 01950 - I y NOTES: DROP-OFF LANE' '. \ _=o_ 1. THIS PLAN DEPICTS APPROXIMATE PROPOSED RUNNING SLOPES IN ® G� `ZA ' ��__�' `� PARKING LOT AND SIDEWALK AREAS. SEE SHEET C303 FOR J�O .• --- `�`-\. - \ \ \ '- c n< 1•-y ` -1 -- t- �� r:P Z��Q \ \65.4Cy) t \. - INFORMATION REGARDING CROSS SLOPES WITHIN PARKING SPACE 1}' \ -14 ;, Az ��, \D --- l? r t - .- AREAS 70 o , ` �+URGI-CENTER ` ove71 +70.40 - -74 i 5.10' `s ' BC=75.00 It �17 6 C!' d d d O - 5 7522 I 75.34+ oa••. . : a 75'65 75.70 O I ( I LL 75.70+ < r\ 75.80 9 0. -76 : B SIX) J 77-- 76.004 WHEELOCK + 77.70 _ ti LT78.7 ® A8 ^� 1 I SURGI-CENTER 7s T8 78 • /I , 79 O •' �9n o I _80 1 c� /• 80.0 I / so 8'0.0 / 81 -- - - ------ 80 ,81 \ vo 80.90 / 81 B 80.90 .61 ' ' • \ r\ 81.4 \` i 82 - 81.75.. _.. 81.75+ 00 i ZZ- f, aZ v 1 / 63 • / � �. 88.20 _ / • gOR 9 h� 29 ------ r • TL,-S2. 0 TC=82 BC=82. 0 BC=82.50 a 86.Mv, r / i I _ .00 �T f I co o `\ \I r \\ ' I l \ - - r •v •, . V •.. '• - .... • e ,:. .d .. '• 92.08• •' :� -_[ 82.00 . __ T• • . •e. _\ - �8.29 \' A:CO - RAMP - �1 ------ - lelb I - -', �°j o ADA-COMPLIANT 2 2/14/19 SITE PLAN REVIEW COMMENTS NO. DATE DESCRIPTION KEY PLAN: _ _ ADMIN. SERVICES I I P,4.56 84 8 j -- _ -- - #79 1 i 1 �. - FIRE MEDICAL PARKING LOT - I \ RECONFKiURATXNJ RM PIMP OFFICE BLDG. IIIIFIF3F •I' I I t \ ' 84.50 I ( r` / DAVENPORT I 1 SPA71NG i 1` 7 / L _ w v y v�� vv_ yyyv yyvvvo i 1, I / EDIBEDS I I , i i ----,• \ � _--, / I __ G LOT ,II DAVENPORT PARKIN \ RECONFIGUARTION ------- - \ ' t oy 81 HIGHLAND AVENUE.- SALEM,MA 01970 , / JOB NO 4845 042 I i --- --- ----- -- ----' 00 Y' Yr � l \ S_TCP 1 j N _* d 1 v ; � i I + t II / /^�' •• � ' -- __ '- �\o SCALE:AS SHOWN I m' i ( I+ ,I •e. � / / / //��i,r �� a � -_ o �i -- r ------ r � II I �' v�^O�% r' O� '\VAO �Vy l _ .- � ! l l• l ,, l i• l / // / ' //i / N� r - r__ ,�_ _ i- - -. '' 1 4 00��; /\\u�o� � �\oV /.�`vv` - `` \ ,\ OII RUNNING SLOPES PLAN / t r , i ,'-i' i 1 0 10 20 40 VC302 SCALE in FEET Z 1"=20' 02/14/19 PRICING SET THE ORIGINAL OF THIS DRAWING IS 30'X 4Y.IF THIS COPY IS ANY OTHER SIZE,IT HAS EITHER BEEN REDUCED OR ENLARGED.TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY. z SHEOO' -------------- - - - r �i - - - _ _ �� I al �� )* /� -- x\,\ 1_-.o-__, ' 1 1 ,1 , b`rr !` ^ � � ,�,�,�r�rl!I� Imo► !\ /' I \, �` \\ \ \\\\\ � BULFINCH < 2 Seaport Lane ---------- --------- NORTH SHORE Boston,MA 02210 T:617.423.1700 I F:800.934.9691 we""" ownO CHILDREN'S-4 shepleybulfinch.com .5 HOSPITAL �,i 62 62.70 (EX) + + D 63.20 63 t 62.70 SLOPE LEGEND GLORIA NORTH SHORE 63.2D 1.4 0%-2%: MAXIMUM CROSS SLOPE FOR ACCESSIBLE PARKING SPACES 14 MEDICAL CENTER 63 WALLIS 2%-3% -7 65 0 66.3 66 5- 3%-4% 81 Highland Avenue, I�X) r.7- Salem,MA 01970 66 r 4%-5% 67 N 9 6 - _ \ ry O 1--70 64 71' 67 ... -------- --- 71 1z 72 66 Al 68 FZ 68, 7 69 OCG Oak Consulting Group 0 70 10 P.O.Box 1123 z Z, Newburyport,MA 01950 \\0>0 4 Olt''69 CY3 0 II -SUR ----jovertiead) - V 3 u -TC-75.50 5.10 BC=75.00� Ss , 751i Ae 0 06 75.34+ F, '� 7 .65 (EX) A6 '77 => ------ 7�, 7 + 0 _75. 75.7 7 0 nO <c 76 �(5 8)0 � 77-- 7-r.7o 7600, WHEELOCK C) 78 77.70 7 8 �b A19 ?8.7 0 SURGI-CENTER 79 _715 178- 79 _79 I=> => 79.1 + s. ,80 '0 80.0 80- + 80.0 at ------- 80 81 80.90 _j +80.90 81 -81 .......... 81.4 11y => C� 82 --------------- 81.75 ZZ_ 81.75. N 9 0 OOn 19 9 , TC=82. 0 C=82.50 BC=82.. 0 BC=82.00 + lb +82.0 82.00- I 3.2 72 -82.08 - - --_21( .32 +N . i 33.40 El tzl ------- 84 16 2 2114/19 SITE PLAN REVIEW COMMENTS l• , °,/�1 �� cP NO. DATE DESCRIPTION C) KEY PLAN: ADMIN. SERVICES ---------- ------------ GJ ------ e4.58 FIRE ------ #79 PARKING LOT P --------------------- CONFIGURATION RM ----------- MEDICAL OFFICE BLDG. 84.50 r DAVENPORT SPAULDING ------------ T_ xx ED/BEDS L I-S o DAVENPORT PARKING LOT --- - - RECONFIGUARTION --- ---- -- �Vc 715c_Lo,i=11 I i It hl/ 81 HIGHLAND AVENUE, SALEM,MA 01970 JOB NO:4845.042 N ------------------- ---------- - ------ ------ SCALE:AS SHOWN < c� r 01 PARKING z -SLOPES CROSS PLAN z _4 4 0 10 20 40 LIJ Ab 303 0 SCALE in FEET 1*=20' z 02/14/19 PRICING SET THE ORIGINAL OF THIS DRAWING IS 30*X 42'.IF THIS COPY IS ANY OTHER SIZE,IT HAS EITHER BEEN REDUCED OR ENLARGED.TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY. z m 1 _ -�, - -- - a = .9\ WN it `! " w\ Lli --ea_ -INVi A-69.18 n ; SHEPLEN \I 1 P w __ _ iNv{„(a)=57.72 uz oo BULFINCH tea- -. INVout D 57.50�+ \ - 1, .`�. o J '� i• Zt `'I _---- �7 Z QD ITl --- -' cz \Cf a �.""''�'w'71w. I \, 1 o e ` \oo\ \ \ \\o / do"�,r� J Lill171 -75-1 D `- MX wool" _ o m ------------ NORTH SHORE mzo � 1 `� I r � B Seaport Lane O ,I `\\` `, r �----_name o ------ � oston,MA02210 'I � T:617.423.1700 F:800.934.9691 �1 1 - -n \ o "' � CHILDREN S lrnm Z O w �, �� \ to In m a ,, J t`` O u > / HOSPITAL shepleybulfinch.com 1�l O O 62.5 n aJ70 ay 8 r 111 11 ��- � ' m - - � � 63. � ,, b'� � � LEGEND -- \ 63 ? .9i x OT�rlm 1 s o 1 Ba, t GLORIA ._-��r. NORTH SHORE ^ y FILL:>4 FT e r z o �` 8" NCA M T +.63.20 ��-- a .w MEDICAL CENTER m \ 2.5 ' IP L z �■'" 63.T- 1 pa \ ' WALLIS �zOa y FILL: 2-4FT `` 11� I N_ I� \fmrT'1`�`'I 1' \••; \ c5 Fs�'f 'A `'aP ` YN RfY=64.22 `" a��Q ~ Icy, ,d yi /� FILL. 0-2 FT 1e 66 ^ a 81 Highland t 1 1 66.3 - 65_ / . r so.e7 / _ Salem,MA 01970ue EX) / \ ,��B- �� "> �:;® \ CUT: 0-2FT 67 [� 1 �? I ' ` 70 --ss •fia____71 / \ \ -o �\0. �� CUT: 2-4FT Q Y 72 , -- •, OCG Oak Consulting Group ^ �1_ � 7-cam am � i , P.O.Box 1123' �\� Newb ryp A01950 to ST - L aoA O l u ort,M \ �__ a D o 1' N 11\11 a ^ 17 - 1� I `J 1 �• � p I �� - -' - <. Sys �:• -- a "moo-7 S _ 1 ��-•, / ,� < o a� � >:.x � , : ,� URGI-CENTER - verliea 70.40 W I a] - \ - 7 -{111 ,� 1 - rc ha 1 7 = C � TC�•75.v�fi ,-- 7�\ �� '�`e �q6 xl \i`O//N `..Q Zrn �1 L+♦ N 3 t y tv 5.1 / II 'BC-��j _� fir ;\ VD colf. r o OA o, o S �\ w rA*�cf to t �,O O 75.?2 ° _ O P�- � \ �L 111 D 1 v \ pD b D� v I- Q O D O T --�\ / '�(7(D�6 Imo'„ t/)D(n N •'' •r^ m m Ai tO l� �s" PVC OT -8 0140 S/ < 3 o m Z m ` ` (ABAND) ^77. C� n STD G rn w x vt c 1 n O • r 17� O 0 2" / QL-B v> 7 70 am 11'1 G r I B I a, tv Q D 75.70 o 1 ' w 0 ( ND) I z D I' ��r 6-4' PVC E/T L- I I O O O R z to z 7 so A ND ( d ( � O 77 � �7 O I Tl Y I \ I C � � o ' / /��.. T•l-1 o WHEELOCK I ,e FA I I � _ I cll t / 1 Z a cn/ ' 78 - " L78 VCP QL-§ g STL § o `� o znfD RGI-CENTER " Rrs L -, L-B - _ -+ L-B G O m \ A g n^ z 1 ; 0 W i ' 099 I f L r Q� ;1 11 (R L-B " /P A QL i6 7s`~ D /O (ABAND)ap I 1 I 9 ii e i'u•r�- --- ��' E ------__ t J O F` .0 1 L===----� FA F� E T 1 n / D FA --Fq p ss 7915 UTILIT SIN TUNNEL(TO BE DEFINED 8Y OTHERS) I \� to�7 O G o� RN LINE - 0 9 C. A \� l � �. W RESSURE STEAM WITH A RETURN / 0 s+ H LOIG PRESSURE STEAM WITH A RETURN LINE G SERVICE LINES I rn ATER SERVICE LINE -,-,a / o < - n ^-a80�` C/ C C _o t. zD -�'a �, b' OXYGEN SERVICE LINE, �h n', d' I 9Bq 9 C 11 -�'U ll�� z> ELECTRIC SERVICE LINT I # D 0 1t rn rn 11 z7 D 0 Qs �p FIBER OPTIC CABLE LI / III O 9 rn rTl D x FIRE ALARM FROM CIT OOP Ian' t' z ' ''80.90 8° �O � m81 o103 �c c r ` = 81 O 0 \ mo61 a1 m O O 1 I IM o 87 o, o�? Q1 c� II g T•1 -m t �^ r ' P 4 6 ^� ONE C) M C 1� O ccPPy�` �` z A e 1 Cn ¢, / -- `` kit Jw1 c O cC 0 +' 1� �t p� r I ' A1_.c1 1 vr+ TC-a2. TC=B .50 Q Q � BC=82. 0t BC=82.00 ; `\u ' ,JU S , s E - .82.0 e . ea.2s ; z 4 E 82.08 - 82.00 _ 32; 0 0 o C/ c QL o / - az.10 �C(jT \ \' 1 I 1 83.40 -- - _ II --- --- �� I I -- -- ------ -- _ ^' W -�- -- - .�>--,-' __---Z" __ �.:. 9� EO _-, y` `.. 0 EI/ Oz,B 1111 - 2/14/19 SITE PLAN REVIEW COMMENTS -c NO. DATE IDESCRIPTION 111 .- a \ �¢z , lI \ \ 0A 0 k n `.-.• / !Y ... \ \, O n Z C) / I r' I � ' _:o\ i �•S ' '\\ n b x\` I I ,/ �C � O C C51.UCC SC .:', S I OFD Q� / KEY PLAN: 1, II �'', ❑ \1 t , ', I � r �, o c ADMIN. SERVICES , .U\ o----0 L- III \ FIRE #79 PARKING LOT P o�, - I � �- � Y PUM 1 I Q� - -J a al I1 r ' O n O MEDICAL RECONFIGURATION RM - w a F 1 I O Z z o OFFICE BLDG. trl � I 11 �= oaf e 11 n II I .I i ♦ i 1 O Z O Alas _ % DAVENPORT 4" FP W QL-B >_ WGpp SPAULDING , I� Z ¢A - y * I 1 \- \ EDBEDS - < � I m \: �rh �� 1 i I II �� j / p, A •.7��m Qampw Edvct(DOl/]' Q l �� < ��-•. / Q. mw'm t / 1--- - _ \ - Q m DAVENPORT PARKING LOT I � ,I y \4, 1 q q \ ^aa - �� 6c --\ p r z \ , i m H mom 3 RECONFIGUARTION � ,.•• � I.J. E - 81 HIGHLAND AVE NUE, SALEM,MA ct. m - \ JOB NO:4845.042 CTO V `� � � v\ �i�\ r o n O / A SHOWN \ / r \ l$', A I kI �7 Y� /�A l�v� -1 m SCALE: S I �- ib II/ + i /' % / / �' ��r ( aX1-B i a� A, x \11 Q�. ( �tn� J � i ��- 'gin -ttEARTHWORK _ r - L\ \ W 1 / o_ - � N-+' `�� -- -�� 7• �a 'n` o / f// �. �� l % --- \\ ; ; :.- t '\, o ; SUMMARY PLAN Z I. I / .' /I O bs �1 m u) �t t� I a�I� 11 Il i„�/, ?(/ �,'. / �• l ' V m v s, " ��A�•+rr - ~ ` _ t', '` .�`II'1',,li /1/ ,/� /i� i �i �' % / ( / ,y '•�z� °�� C `T. ' ,."I I, 1/�� 'y\�r/ �- W 1 t \ \ lin z / t A ' / / � I � , Q 1 I\ I diA0- o G i 'Cac�b L SCALE in FEET C304 n cl) 1"-20' a Z 02/14/19 PRICING SET THE ORIGINAL OF THIS DRAWING IS 30'X 42'.IF THIS COPY IS ANY OTHER SIZE,IT HAS EITHER BEEN REDUCED OR ENLARGED.TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY. U -------- --- ��- -'-ati_- __ ___---- ------ __ \\ ,', ., I ooN• � .\ i $/' ;i�� \ I � �`\\\��\\\\\\\cam\ SHEPLEY \\ -e>_ _-_ - __ ,_ arI I _J ="� CB R/Y=80.95 \,�( / �I `t r ,� am d -sa / \\\\\,i\` \".\, s _ _-- = _�- 1 INVm(C)-57.72 O '//^,\\,\ I �' \�( a \a N \ II ,I►��; r� \\ `� BULFINCH ` \\\,\\ , 1 � �` INvout(D=,,, m \ --r-� t, � a � / wda � \ W W \ -� \I to n '� r. I Pci - 9�"'-� - _j > ��' so "`Irian i "� _ - o / �IOJ -T V�� ID c,,Wdr o, _ ..c.ete si ..•'k/ " / 1111 /• ",44�JJ IB J 1 --------------- NORTH- ------------------- I O 2 Seaport Lane \ Boston,MA 02210 SHORE � , \, ?`� �_ �n>b� / CHILDREN'S T:617.423.1700 I F:800.934.9691 I ` \ \\ ��! _ `� I o \ '• �!� i r 1' W l �/ shepleybulfinch.com I' \ ,■;s f j , N r HOSPITAL \ � f _ _ -�! \: / > LEGEND _� -_ _ - r X - N = e"X' �[�� \. EXISTING \\'\ ', , ' �- :\. F1 E4 �' 1� _,•r?(ec1- -W__- -�i \� y\I ------------------ CONTOUR , WALLIS\ D D DRAIN PIPE \i - W W WATER LINE I 1 1 1 1 , t}" ;L 6 > ✓ I a �1 YB WY s42z d �m o G G GAS LINE �60..97 ` r; \ S S SEWER LINE —IR IR IRRIGATION LINE 1 \ ,', , ', , -- � � � , i:� �' � _ y � ��,•I �n \� \ —ST ST STEAM LINE °' - . IBC, ( `,: 7 r l • _ E7 -�; _ � E E ELECTRIC LINE \" /❑ �O I o a I � " �^ _FA FA FIRE ALARM I wI i'I�`\ , \ \,`\ \ \ ,` - ^ U !11►L SI�w -.-``\ / Carm =— \ { _ U cB CATCH BASINN QCG DYNO DRAIN MANHOLE P.O.Box 1123 _� I I 9 n I qqa ST C � m ��a — • SEWER MANHOLE / °tJloo "`llcior - Newburyport,MA 01950 A� 4� - `\`' / ' \ �� \ ,� ^ =•5 wQyll (4f o�Td) a � „ -'� r. ` ` 0 \ �J''T1 �_ /�` \ �2'� FIRE HYDRANT �ZI ro Frv* WATER GATEPOST INDICATOR VALVE v _ _ — '-- i„ --- - \ \ � 1 %'✓ \ PROPOSED W W WATER PIPE S - 1 D D DRAIN PIPE ` " - _ 91 f11� CATCH 1<, e �' A - _ - erhead) - - .. WATER VALVE f Isg ys � � / ,� � -°- __ _ _ .�-',_� - aw ►l I � �. \ .. --- _ p - \ --_ THRUST BLOCK _ _ w " ------- - HYDRANT f/ - mC. ' - --- ly lc N t cP f�`\ '�` `__`\ \` \\ 1\ ', 11 � `� - ._.:..:. .a •1 ti /' - �;' _ i o �'� �) 3 \ '- -�- �\, PAVEMENT SAWCUT x i \ W s� \ — `-I i , 1 \ /' - to �• 1 Oe ;� APPROXIMATE LIMIT OF WORK W ____�. I76r 75 IJ I\: _ a/ • ct `\Jo"4o H'4%q� w. I � o' , 6? ci I I// `\ 1 1 -1 , \ � V � ' I I -_'- � , `\ 7"-��Q, I � • $�/� ^mom Y - ^ i 1 ,_n.._ i � W,� ' \\ i II I \\ \'11 \\\ \` � 1■(] '\� �` I / ` I _ / __- r o...p p ---- I REPLACE EXISTING UNDERGROUND FIRE / s - -- �1 rn f I 1 ALARM SERVICE WITH WIRELESS SYSTEM �', D EXISTING WATER LINES TO BE REMOVED i I ' UTILITY NOTES: * ' \ w I / SEE SHEET G1.1 / �n>� ! I ❑❑❑ / {,r . ' ? `` .' 19, 0 I 1. THE LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND THE LOCATION IS NOT `J1 { O I I i I \� �y JJ t� i a�°'v' 1 / GUARANTEED BY THE OWNER OR THE ENGINEER.IT IS THE CONTRACTOR'S RESPONSIBILITY TO '1 i ,' `, \\ , °� LOCATE ALL UTILITIES,ANTICIPATE CONFLICTS,REPAIR EXISTING UTILITIES AND RELOCATE r 1 N ' / DDe s`'✓ 7, __ <<;� -- EXISTING UTILITIES REQUIRED TO COMPLETE THE WORK.THE CONTRACTOR SHALL 101,t;jjeop\ ��7 1 - _ - ---- � � _ �- b' b b b '!� as IMMEDIATELY NOTIFY THE ENGINEER — a _ a EELOCK / \ \ - o(+<9J--'— - -' o —' -a` - __ --- l I' I WH 2. THE CONTRACTOR SHALL CONTACT"DIGSAFE"72 HOURS PRIOR TO COMMENCING t \. I 78 - - -- " - - 78_ `' y' _--- ✓ CONSTRUCTION. THE CONTRACTOR SHALL HAVE THE"DIG-SAFE"NUMBER ON-SITE AT ALL TIMES.. I G RG - ENTER 3. ALL ON-SITE UTILITIES SHALL BE INSTALLED UNDERGROUND,UNLESS OTHERWISE INDICATED. a { •.- M. -L--B '.T t,�,'— \ M1'. I ,l SU I C W W W W\ �, ,s. -Ali. a W W W 4. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM WITH APPLICABLE CITY AND STATE v 3 '''� _ \ :. ;,t, / _ CODES. CONSTRUCT NEW 10" rn �� v`` �v e �i / , ❑ j 5. WATER LINES SHALL HAVE A MINIMUM OF 5'COVER OR PER WATER COMPANY STANDARDS, g c J1+�911A(esl CLDI WATER SERVICE _ ---,, ,� ; \\ P• \ / CONNECT NEW 10"WATER LINE TO STUB TO __— II \\ WHICH EVER IS MORE STRINGENT. BE PROVIDED BY CITY OF SALEM. CONFIRM —_ _� _~_ ea e.ram \\ ° •,,I ' ACTUAL AS-BUILT STUB LOCATION. / S S S E "9J(FS!]�'_ ` , / 6. UNLESS OTHERWISE INDICATED OR SPECIFIED,ALL WATER PIPE SHALL BE CEMENT LINED y\ ' S tr i 1s.Boo v E E v / S �. r DUCTILE IRON PIPE,CLASS 52. It �t .\ 0.t1, - \ / G. ` a (J �/ I'm ! I wI j ) ---- - G �� i i s ✓✓ ./ \\\\� �\ RESET HYDRANT TO FINISH' J/ ' •\ ` g: � - ---- \ 2�- �\i\ `� :. /� °'^ GRADE AS NEEDED i \\ G j— ✓\\ ' � � \`. \\:. TUNNELVENT I CONNECT EXISTING \\\ / HYDRANTS \. \ L /,l\ ' I N' •i , i \ \` �^' �'``'/ '1l!Slho/ °\�'lgaR. mm. / \`. �`'`'\ 5 / . . yyy L rn I c I �\ Dorj ( \\ "r_,`t!{{r• �ca: - Ijii Tn*- — / \ tr 1 p0N° z0\ c oP d. ✓!� �l/ -- ------ -i 1 CONNECT EXISTING 8"WATER _: ————- - —— _._-_-------- -- { \ I i 1 I ,. \ ' __, ' f, f off ng 1__ r / ✓ a•l�' J I I i \' I >, m ,{ `z '� I chi '\ '\ ----- ----- —_ -- --� — - W - i�i' ,�� (.' IanescoP-n9 \+ --ez_-_-_N >� ��_-axe _= I f ,ja-ves - s +rPs't 11 C' \I 1 \ '--'E �- E \-__'g(u9)(RT]— concrete patio �, ,_cy' / , / , asPnit \ R '> ' /' i // 1 y-,.a•l s.one re.... sr.uer a / , \ - .9 I q'rtlY2 �n DESCRIPTION It nv I �[� ^ �� `g` � � ^ ADMIN. SERVICES / _\_ �'1j11 _ ram✓ \ \ I 1 \ #'79 CONNECT EXISTING SERVICE: I I 1 _ ❑ 1 I ( p .ia - - MEDICAL OFFICE BLDG. CONNECT EXISTING HYDRANT ; J or yr • I , mWch Mtn o I pY 1 I `'{' I `. J I ✓ ' 1 ' \\\\\1\] �\\`\\\\\�\\\\ 1T D('w)t n m N±I It mc 114 I f / , l,�✓ C ti\ l / a A \ - __ 'n Campus.Educt(mII], __"J_-__ZY_-----o '�y'I" tl \ / - 1 I � � -``_1� \''� i , � � \ � I � ," '---` a. `\ i i� - ` �,� I/��\�a'concrete ooa \ - \\, •/ - I I ONNECT TO EXIST N / m / gJ / C I G_ rt t `" I a r- tY l� r x Ii ti y _ BUILD NG SERVICE _- Dave Parking O �6 `v N � � /°� / it �----�� -�?�. � G� '-t.�; Yx�m II �I � ,'�� a�•�_' � p� g VVV Reconfiguration I , " y/ : - i�,1 / / 17►, /� / - — y 1 1 - '' _ - r» . to ,I North Shore Medical Cents _— )_ \ / 7 Bt Highland A"saw _�_�_�� e \\ rl 1 Q• - _ ( Salem.MA 01970 V� \�� ` �1 �\ I I .; l JOB NO.4845.042 It 11 i i i /'' / Y --_ f \ v `\�: l to I o �' i -"�� ;f;�' ;° SITE UTILITIES PLAN I rn 1 / " / 'Y/ , �/ o / ao '1 1 v SStt„ C) { ' ` 1 h`I, r I / l ' / '� �O• �\ �:o a� 1 I , A� w , s��jY ( \ I ^g Y21c� $ I , G i 0 10 2l1 40 - r §p_ C401 SCALE In FEET 1"=20' THE ORIGINAL OF THIS DRAWING IS 3W X 47•.F THIS COPY IS ANY OTHER SIZE.IT HAS EITHER BEEN REDUCED OR ENLARGED.TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY. U LL �y0 _W PROJECT NAME AND LOCATION B. SEDIMENTATION BARRIERS ORDER TO PROVIDE A PH VALUE OF 5.5 TO 6.5. B. HAZARDOUS WASTE DAVENPORT PARKING LOT RECONFIGURATION LAT: 42'30'45" O NORTH SHORE MEDICAL CENTER LON: 70'54'26' 1. PRODUCTS IF REQUIRED,FERTILIZER SHALL BE SPREAD ON THE TOP LAYER OF LOAM AND WORKED INTO THE SURFACE. ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE SHEPLEY 81 HIGHLAND AVENUE FERTILIZER APPLICATION RATE SHALL BE 500 POUNDS PER ACRE OF 10-20-20 FERTILIZER. USE OF FERTILIZER REGULATION OR BY THE MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES BY SALEM,MASSACHUSETTS SEDIMENTATION BARRIERS SHALL BE AS SPECIFIED ON THESE DRAWINGS AND PROJECT SHOULD BE AVOIDED IN INFILTRATION AREAS. THE SUPERINTENDENT. SPECIFICATIONS. BULFINCH DESCRIPTION 2. INSTALLATION SOIL CONDITIONERS AND FERTILIZER SHALL BE APPLIED AT THE RECOMMENDED RATES AND SHALL BE C. SANITARY WASTE THOROUGHLY WORKED INTO THE LOAM. LOAM SHALL BE RAKED UNTIL THE SURFACE IS FINELY PULVERIZED, THE PROJECT CONSISTS OF RECONSTRUCTING AN EXISTING SURFACE PARKING LOT TO IMPROVE ACCESSIBILITY SEDIMENTATION BARRIERS SHALL BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS AND SMOOTH AND EVEN,AND THEN COMPACTED TO AN EVEN SURFACE CONFORMING TO THE REQUIRED LINES AND ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF ONCE PER WEEK BY A AND PROVIDE ADDITIONAL PARKING CAPACITY. RECOMMENDATIONS. SEDIMENTATION BARRIERS SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE GRADES WITH APPROVED ROLLERS WEIGHING BETWEEN 4 1/2 POUNDS AND 51/2 POUNDS PER INCH OF WIDTH. LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR. 2 Seaport Lane PLANS AND IN ALL OTHER LOCATIONS REQUIRED TO PREVENT THE MIGRATION OF SEDIMENT FROM THE Boston,MA 02210 SOIL CHARACTERISTICS ACTIVE CONSTRUCTION SITE. SEED SHALL BE SOWN AT THE RATE SHOWN BELOW.SOWING SHALL BE DONE ON A CALM,DRY DAY, T:617.423.1700 I F:800.934.9691 PREFERABLY BY MACHINE,BUT IF BY HAND,ONLY BY EXPERIENCED WORKMEN. IMMEDIATELY BEFORE SEEDING, shepleybulfinch.com THE EXISTING SITE IS OCCUPIED PAVED PARKING AREAS AND SITE DRIVEWAYS. UNDERLYING SOILS ARE GRANULAR 3. SEQUENCE OF INSTALLATION THE SOIL SHALL BE LIGHTLY RAKED. ONE HALF THE SEED SHALL BE SOWN IN ONE DIRECTION AND THE OTHER ADDITIONAL NOTES FOR WINTER CONSTRUCTION FILL DEPOSITS CONSISTING OF LOOSE TO DENSE,BROWN TO GRAY,HETEROGENEOUS MIXTURE OF SILT,SAND AND HALF AT RIGHT ANGLES TO THE ORIGINAL DIRECTION. IT SHALL BE LIGHTLY RAKED INTO THE SOIL TO A DEPTH A. ALL PROPOSED POST-DEVELOPMENT LANDSCAPED AREAS WHICH DO NOT EXHIBIT A MINIMUM OF 85% GRAVEL AND SIGNIFICANT AMOUNTS OF BLASTED BEDROCK FILL. SEDIMENT BARRIERS SHALL BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THE CONTRIBUTING NOT OVER 1/4 INCH AND ROLLED WITH A HAND ROLLER WEIGHING NOT OVER 100 POUNDS PER LINEAR FOOT OF VEGETATIVE GROWTH BY NOVEMBER LATH,OR WHICH ARE DISTURBED AFTER EXHIBIT MINI 15TH,SHALL BE DRAINAGE AREA ABOVE THEM. WIDTH. DISTURBED AREA STABILIZED BY SEEDING AND INSTALLING EROSION CONTROL BLANKETS ON SLOPES GREATER THAN 4:1 AND 4. MAINTENANCE HAY MULCH SHALL BE APPLIED IMMEDIATELY AFTER SEEDING AT A RATE OF 1.5 TO 2 TONS PER ACRE. MULCH PLACING 3 TO 4 TONS OF MULCH PER ACRE,SECURED WITH ANCHORED NETTING,ELSEWHERE. THE THE TOTAL AREA TO BE DISTURBED IS APPROXIMATELY 3.6t ACRES. THAT BLOWS OR WASHES AWAY SHALL BE REPLACED IMMEDIATELY AND ANCHORED USING APPROPRIATE PLACEMENT OF EROSION CONTROL BLANKETS OR MULCH AND NETTING SHALL NOT OCCUR OVER SEDIMENTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST TECHNIQUES FROM THE EROSION AND SEDIMENT CONTROL HANDBOOK. ACCUMULATED SNOW OR FROZEN GROUND. DAILY DURING PROLONGED RAINFALL.THEY SHALL BE REPAIRED IF THERE ARE ANY SIGNS OF EROSION SEQUENCE OF MAJOR ACTIVITIES OR SEDIMENTATION BELOW THEM. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. IF THERE B. ALL DITCHES OR SWALES WHICH DO NOT EXHIBIT A MINIMUM OF 85%VEGETATIVE GROWTH BY NOVEMBER ARE SIGNS OF UNDERCUTTING AT THE CENTER OR THE EDGES,OR IMPOUNDING OF LARGE VOLUMES OF 15TH,OR WHICH ARE DISTURBED AFTER NOVEMBER 15TH,SHALL BE STABILIZED WITH STONE OR EROSION 1. INSTALL EROSION CONTROLS WATER BEHIND THEM,SEDIMENT BARRIERS SHALL BE REPLACED WITH A TEMPORARY CHECK DAM. CONTROL BLANKETS APPROPRIATE FOR THE DESIGN FLOW CONDITIONS. 2. REMOVE SHRUBS AND TREES WITHIN WORK AREA THE SURFACE SHALL BE WATERED AND KEPT MOIST WITH A FINE SPRAY AS REQUIRED,WITHOUT WASHING 3. CONSTRUCT TEMPORARY ACCESS DRIVE SHOULD THE FABRIC ON A SEDIMENTATION BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO AWAY THE SOIL,UNTIL THE GRASS IS WELL ESTABLISHED. ANY AREAS WHICH ARE NOT SATISFACTORILY C. AFTER NOVEMBER 15TH,ALL TRAVEL SURFACES SHALL BE PROTECTED WITH A MINIMUM OF 3-INCHES OF 4. REMOVE PAVED PARKING AREAS AND ASSOCIATED STRUCTURES THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER IS STILL NECESSARY,THE FABRIC SHALL BE COVERED WITH GRASS SHALL BE RESEEDED,AND ALL NOXIOUS WEEDS REMOVED. CRUSHED GRAVEL OR IF CONSTRUCTION IS TO CONTINUE THROUGH THE WINTER SEASON BE CLEARED OF ANY 5. CONSTRUCT UNDERGROUND UTILITIES REPLACED PROMPTLY. ACCUMULATED SNOWFALL AFTER EACH STORM EVENT 6. CONSTRUCT NEW PARKING AREAS THE CONTRACTOR SHALL PROTECT AND MAINTAIN THE SEEDED AREAS UNTIL ACCEPTED,INCLUDING CUTTING, 7. REMOVE TEMPORARY ACCESS DRIVE AND RESTORE WITH LOAM AND SEED SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN WEED CONTROL,FERTILIZING,AND WATERING. OCG 8. COMPLETE FINAL STABILIZATION OF THE SITE DEPOSITS REACH APPROXIMATELY 1/3 THE HEIGHT OF THE BARRIER. 9. REMOVE EROSION CONTROLS DUST CONTROL UNLESS OTHERWISE APPROVED,SEEDING SHALL BE DONE DURING THE APPROXIMATE PERIODS OF EARLY Oak Consulting Group ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SEDIMENTATION BARRIER IS NO LONGER SPRING TO SEPTEMBER 30,WHEN SOIL CONDITIONS AND WEATHER ARE SUITABLE FOR SUCH WORK. A GRASS P.O.Box 1123 REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,PREPARED AND SEEDED. SEED MIXTURE CONTAINING THE FOLLOWING SEED REQUIREMENTS SHALL BE: THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST THROUGHOUT THE CONSTRUCTION PERIOD. DUST Newburyport,MA 01950 EROSION AND SEDIMENT CONTROLS AND STABILIZATION PRACTICES CONTROL METHODS SHALL INCLUDE,BUT NOT LIMITED TO SPRINKLING WATER ON EXPOSED AREAS,COVERING C. MULCHING POUNDS/ACRE MIN GERMINATION MIN PURITY LOADED DUMP TRUCKS LEAVING THE SITE,AND TEMPORARY MULCHING. DUST CONTROL MEASURES SHALL BE STABILIZATION: AN AREA SHALL BE CONSIDERED STABILIZED WHEN ONCE ONE OF THE FOLLOWING HAS OCCURRED: UTILIZED SO AS TO PREVENT THE MIGRATION OF DUST FROM THE ACTIVE SITE TO ABUTTING AREAS. GENERAL COVER 1. A MINIMUM OF 85%VEGETATIVE GROWTH HAS BEEN ESTABLISHED; 1. TIMING CREEPING RED FESCUE 50 85% 96% 2. A MINIMUM OF 3"OF NON-EROSIVE MATERIAL SUCH AS STONE OR RIP-RAP HAS BEEN INSTALLED;OR KENTUCKY BLUE GRASS 50 85% 97% 3. EROSION CONTROL BLANKETS HAVE BEEN PROPERLY INSTALLED. IN ORDER FOR THE MULCH TO BE EFFECTIVE IT MUST BE IN PLACE PRIOR TO MAJOR STORM EVENTS. 100 THERE ARE TWO TYPES OF STANDARDS WHICH SHALL BE USED: STABILIZATION SHALL BE INITIATED ON ALL LOAM STOCKPILES AND DISTURBED AREAS WHERE CONSTRUCTION SLOPE SEED(USED ON SLOPES GREATER THAN OR EQUAL TO 3:1 ACTIVITY WILL NOT OCCUR FOR MORE THAN THIRTY(30)CALENDAR DAYS BY THE FOURTEENTH(14TH)DAY AFTER APPLY MULCH PRIOR TO ANY STORM EVENT CREEPING RED FESCUE 20 85% 96% CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED IN THAT AREA. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 60 DAYS OF INITIAL DISTURBANCE. ALL CUT AND FILL SLOPES AND ROADWAYS SHALL THIS STANDARD IS APPLICABLE WHEN WORKING WITHIN 100 FEET OF WETLANDS. IT WILL BE NECESSARY TALL FESCUE 20 85% 97% BE STABILIZED WITHIN 72 HOURS OF ACHIEVING GRADE. STABILIZATION MEASURES TO BE USED INCLUDE: TO CLOSELY MONITOR WEATHER PREDICTIONS,USUALLY BY CONTACTING THE NATIONAL WEATHER RED TOP 2 80% 95% 1. TEMPORARY SEEDING; SERVICE TO HAVE ADEQUATE WARNING OF SIGNIFICANT STORMS. 42 2. MULCHING;3. STONE RIP-RAP;OR REQUIRED MULCHING WITHIN A SPECIFIED TIME PERIOD IN NO CASE SHALL THE WEED CONTENT EXCEED 1 PERCENT BY WEIGHT. ALL SEED SHALL COMPLY WITH STATE AND 4. JUTE MATTING. FEDERAL LAW. THE TIME PERIOD CAN RANGE FROM 14 TO 30 DAYS OF INACTIVITY ON AN AREA,THE LENGTH OF TIME DURING CONSTRUCTION,RUNOFF WILL BE DIVERTED AROUND THE SITE WITH EARTH DIKES,PIPING OR STABILIZED VARYING WITH SITE CONDITIONS. PROFESSIONAL JUDGMENT SHALL BE USED TO EVALUATE THE FOR TEMPORARY PLANTINGS AFTER SEPTEMBER TO EARLY SPRING AND FOR TEMPORARY PROTECTION OF CHANNELS WHERE POSSIBLE. SHEET RUNOFF FROM THE SITE WILL BE FILTERED THROUGH SEDIMENTATION INTERACTION OF SITE CONDITIONS(SOIL ERODIBILITY,SEASON OF YEAR,EXTENT OF DISTURBANCE, DISTURBED AREAS: BARRIERS. ALL STORM DRAIN INLETS SHALL BE PROVIDED WITH BARRIER FILTERS. ALL CATCH BASINS WILL BE PROXIMITY TO SENSITIVE RESOURCES,ETC.)AND THE POTENTIAL IMPACT OF EROSION ON ADJACENT COVERED WITH A GEOTEXTILE FABRIC PRIOR TO THE BASE PAVEMENT COURSE BEING PLACED. AREAS TO CHOOSE AN APPROPRIATE TIME RESTRICTION. . FOLLOW ABOVE SLOPE,LOAM DEPTH AND GRADING REQUIREMENTS. • FERTILIZER SHALL BE SPREAD AND WORKED INTO THE SURFACE AT A RATE OF 300 POUNDS PER 2. GUIDELINES FOR WINTER MULCH APPLICATION ACRE. OFF-SITE VEHICLE TRACKING . MULCHING AND SEEDING SHALL BE APPLIED AT THE FOLLOWING RATES: STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL EGRESSES TO THE ACTIVE WORK AREAS ON WHEN MULCH IS APPLIED TO PROVIDE PROTECTION OVER THE WINTER(PAST THE GROWING SEASON)IT THE SITE AND MAINTAINED FOR THE DURATION OF CONSTRUCTION. SHALL BE AT A RATE OF 6,000 POUNDS OF HAY OR STRAW PER ACRE. A TACKIFIER MAY BE ADDED TO THE WINTER RYE(FALL SEEDING) 2.5 LBS/1,000 SF MULCH. OATS(SPRING SEEDING) 2 LBS/1,000 SF MULCH 1.6 TONS/ACRE TIMING OF CONTROLS/MEASURES 3. MAINTENANCE AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES THE EROSION SEDIMENT BARRIERS SHALL BE INSTALLED ALL MULCHES MUST BE INSPECTED PERIODICALLY,IN PARTICULAR AFTER RAIN STORMS,TO CHECK FOR STABILIZED CONSTRUCTION ENTRANCE PRIOR TO COMMENCING ANY CLEARING OR GRADING OF THE SITE. STRUCTURAL CONTROLS SHALL BE INSTALLED RILL EROSION. IF LESS THAN 90%OF THE SOIL SURFACE IS COVERED BY MULCH,ADDITIONAL MULCH CONCURRENTLY WITH THE APPLICABLE ACTIVITY. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES SHALL BE APPLIED. A. SPECIFICATIONS FOR MORE THAN THIRTY(30)DAYS WILL BE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN FOURTEEN(14) DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA,SILT FENCES A. VEGETATIVE PRACTICES AND HAY BALE BARRIERS AND ANY EARTH/DIKES WILL BE REMOVED AND PERMANENT MEASURES ARE ESTABLISHED. 1. AGGREGATE SIZE: USE TWO(2)INCH STONE FOR PERMANENT MEASURES AND PLANTINGS FROM EARLY SPRING TO SEPTEMBER 30: 2. AGGREGATE THICKNESS: NOT LESS THAN SIX(6)INCHES. INSTALLATION MAINTENANCE AND INSPECTION PROCEDURES OF EROSION AND SEDIMENT CONTROLS AFTER ROUGH GRADING OF THE SUBGRADE HAS BEEN COMPLETED AND APPROVED,THE SUBGRADE SURFACE 3. WIDTH: TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH OF THE POINTS WHERE A. GENERAL-THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING: SHALL BE SCARIFIED TO A DEPTH OF FOUR INCHES. THEN THE CONTRACTOR SHALL FURNISH AND INSTALL A INGRESS OR EGRESS OCCURS. LAYER OF LOAM PROVIDING A MINIMUM ROLLED FOUR INCH THICKNESS. ANY DEPRESSIONS WHICH MAY OCCUR INSPECTION DURING ROLLING SHALL BE FILLED WITH ADDITIONAL LOAM,REGRADED AND REROLLED UNTIL THE SURFACE IS 1. ALL CONTROL MEASURES WILL BE INSPECTED DAILY; TRUE TO THE FINISHED LINES AND GRADES. ALL LOAM NECESSARY TO COMPLETE THE WORK UNDER THIS 4. LENGTH: AS REQUIRED BUT NOT LESS THAN 50 FEET. SECTION SHALL BE SUPPLIED BY THE CONTRACTOR. 2. A MAINTENANCE INSPECTION REPORT WILL BE MADE WEEKLY;AND ALL LARGE STIFF CLODS,LUMPS,BRUSH,ROOTS,DEBRIS,GLASS,STUMPS,LITTER AND OTHER FOREIGN 3. THE CONTRACTOR'S SITE SUPERINTENDENT OR DESIGNEE WILL BE RESPONSIBLE FOR INSPECTIONS, MATERIAL AS WELL AS STONES OVER ONE INCH IN DIAMETER SHALL BE REMOVE FROM THE LOAM AND DISPOSED B. MAINTENANCE MAINTENANCE AND REPAIR ACTIVITIES AND FILLING OUT THE INSPECTION AND MAINTENANCE REPORT. OF OFF SITE,AND THE LOAM SHALL BE RAKED SMOOTH AND EVEN. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO 1. STABILIZATION OF ALL SWALES,DITCHES IS REQUIRED PRIOR TO DIRECTING FLOW TO THEM. THE LOAM SHALL BE PREPARED TO RECEIVE SEED BY REMOVING STONES,FOREIGN OBJECTS AND GRADING TO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED WITH ELIMINATE WATER POCKETS AND IRREGULARITIES PRIOR TO PLACING SEED. FINISH GRADING SHALL RESULT IN AGGREGATE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ALL SEDIMENT SHALL BE 2. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER;IF A REPAIR IS NECESSARY,IT WILL BE STRAIGHT UNIFORM GRADES AND SMOOTH,EVEN SURFACES WITHOUT IRREGULARITIES TO LOW POINTS. PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERWAYS. INITIATED WITHIN 24 HOURS OF REPORT. SHAPE THE AREAS TO THE LINES AND GRADES REQUIRED. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE 3. BUILT UP SEDIMENT WILL BE REMOVED FROM SEDIMENTATION BARRIERS WHEN IT HAS REACHED ONE SCHEDULING OF LOAMING AND SEEDING OF GRADED AREAS TO PERMIT SUFFICIENT TIME FOR THE WASTE DISPOSAL THIRD THE HEIGHT OF THE BARRIER. STABILIZATION OF THESE AREAS. IT SHALL BE THE SITE SUBCONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE AREAS DURING THE CONSTRUCTION PERIOD AND REGRADE,LOAM AND RESEED ANY DAMAGED AREAS. A. WASTE MATERIALS 4. ALL DIVERSION DIKES WILL BE INSPECTED AND ANY BREACHES PROMPTLY REPAIRED. ALL AREAS DISTURBED BY CONSTRUCTION WITHIN THE PROPERTY LINES AND NOT COVERED BY STRUCTURES, ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN SECURELY LIDDED RECEPTACLES. ALL TRASH 5. TEMPORARY SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS,WASHOUTS,AND PAVEMENT,OR MULCH SHALL BE LOAMED AND SEEDED. AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN A DUMPSTER. NO CONSTRUCTION WASTE UNHEALTHY GROWTH. MATERIALS WILL BE BURIED ON SITE. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT LIMESTONE SHALL BE THOROUGHLY INCORPORATED INTO THE LOAM LAYER AT A RATE OF 2 TONS PER ACRE IN PROCEDURE FOR WASTE DISPOSAL BY THE SUPERINTENDENT. •�)�N �Ml��NCONTROL NOTES NO. DATE DESCRIPTION 2"X 2"WOODEN STAKE FILTREXX SILTSOXX GEOTEXTILE ADAPTER SKIRT (12"-18"TYPICAL) 3"-4" CATCH BASIN GRATE AREA TO BE PROTECTED WORK AREA REMOVALSTRAP 12"t STAKE ON 10'LINEAL SPACING AREA TO BE PROTECTED OVERFLOW WATER FLOW,_ (TO BY PASS PEAK STORM VOLUMES) WORK AREA FILTREXX COMPOST SILTSOXX NOTES NOTES: SEDIMENT ACCUMULATION Davenport , Parking Lot 1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS 1. CATCH BASIN PROTECTION TO BE"SILTSACK"(BYACF Reconfiguration ENVIRONMENTAL)OR"STREAM GUARD"(BY FOSS 2. SILTSOXX COMPOST/SOIUROCK/SEED FILL TO MEET ENVIRONMENTAL SERVICES)OR EQUAL. APPLICATION REQUIREMENTS. Narlh ShMMMcaICwim, 2. INSERT TO BE EMPTIED AND PROPERLY DISPOSED OF 81"'a SMft MA0197"° 3. SILTSOXX SHALL BE INSTALLED PERPENDICULAR TO JOB 4M.a WHEN IT IS 1/2 FULL OF SEDIMENT. O 2 N.4 THE SLOPE AND PER MANUFACTURER'S RECOMMENDATIONS 3. INSPECT INSERT AFTER ALL RAINFALL EVENTS, REPAIR AND MAINTAIN AS REQUIRED. EROSION CONTROL 4. COMPOST MATERIAL TO BE DISPERSED ON SITE,AS 'Y 1 DETERMINED BY ENGINEER. 4. INSTALL INLET PROTECTION BARRIERS IN ALL '■OTE V EXISTING AND PROPOSED CATCH BASINS WITHIN AND ry IMMEDIATELY DOWN STREAM OF THE AREA OF WORK. )�N ��IM�NTA�TIQ�NBA�RR�IER CA�I�BAS�INNLET PROTECTION 1 5o� NOT THE ORIGINAL OF THIS DRAWING IS 3°'X 42'.F THIS COPY 18 ANY OTHER SIZE,IT HAS EITHER BEEN REDUCED OR ENLARGED.TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY. 1.3 • IN LEDGE DRILL&GROUT TO A MIN OF 2' • IN EARTH POSTS SHALL BE DRIVEN A MINIMUM 1.0"TOP COURSE MADOT OF 30'INTO UNDISTURBED SOIL. SHEPLEY M3.11.03 2.5"BASE COURSE SIGN POST: MADOT M3.11.03 LENGTH: AS REQUIRED wC>�C�'JCO�V G UCuC� C WEIGHT PER LINEAR FOOT:2.50 LBS(MIN.) BULFINCH VARIES q LEAVE EXISTING BASE COURSE UNDISTURBED HOLES: 3/8"DIAMETER,1"C-C FULL LENGTH t1.3'(MIN) / � -'`1 CONSTRUCT R7-Sa(AS SHOWN ON SITE PLAN)& STEEL:SHALL CONFORM TO ASTM A-499 RESERVED t2.1'(MAX) r t - 12"COMPACTED HANDICAP GRAPHIC SYMBOL CONSTRUCT R7-8b AT ALL VAN ACCESSIBLE LOCATIONS P GRADE fi0 OR ASTM A-576 GRADE 1070- C�(�C JC>�C C��` AGGREGATE SUBBASE UT WITH PAVEMENT SAW (PAINTED WHITE)TO BE ( ) ( 2 Seaport Lane �`� ` M1.03.1 CENTERED IN SPACE. 1080) Boston,MA 02210 T:617.423.1700 I F:800.934.9691 U �� j t C•- G - shepleybulfinch.00m PAINTED ISLAND(TYP) 3'-0'(TYP) a 77 PAVEMENT PATCH TO MATCH 4"WIDE PAINTED LINES(TYP) ACCESSIBLE c �� !/\ COMPACTED SUBGRADE EXISTING PAVEMENT THICKNESS(3.5"MIN) 4 G° COMMON FILL (STRIP LOAM AND ORGANICS) b° a 1'MINIMUM(TYP.) FILL TRENCH WITH COMPACTED GRAVEL TO MATCH VM LIMIT OF EXCAVATED TRENCH EXISTING TOP OF BASE COURSE ELEVATION Q ' PARK� EXISTING UTILITY TUNNEL WGG (WHERE PRESENT) FILL PIPE WITH CONCRETE AND u PLAN 60"MIN MOUND ON OP 60"MIN. d. EXISTING BASE COURSE(UNDISTURBED) PARKING STALL V-0•MIN a 9'-0" HANDICAP 8'MIN ; R7-8a a PARKING STALL VAN ACCESSIBLE 36*SAW CUT EDGE 0 1 1'MIPN. EXISTING EMENT 12'x 18" I- MIN "HANDICAP PARKING"SIGN NOTES: LEVEL 1. ALL PAINT SHALL BE FAST DRYING WHITE N OCG TRAFFIC PAINT,MEETING THE REQUIREMENTS VAN Oak Consulting Group my ti OF AASHTO M248-TYPE N.PAINT SHALL BE APPLIED AS SPECIFIED BY MANUFACTURER. 20 ACCESSIBLE P.O.Box ort, 40' 90"CUT OPTION Newburyport,MA 01950 1123 NOTE: EXCAVATED TRENCH 1!3 POST ; 2. SYMBOLS&PARKING STALLS SHALL CONFORM (SEE TRENCH AND PAVEMENT SECTION) HEI HT R7-8b 1. SEE SITE PLAN FOR PAVEMENT WIDTH AND LOCATION. 4-4SECTION TO THE REQUIREMENTS OF THE AMERICAN WITH 4• i' l-If24" 18"x 12" DISABILITIES ACT. "VAN ACCESSIBLE"SIGN 2. SEE GRADING PLAN FOR PAVEMENT SLOPE AND CROSS-SLOPE. 24" 3. CONTRACTOR SHALL HAVE THE OPTION OF USING RECLAIMED MATERIAL FOR BOLLARD MOUNTED SIGN POST TYPICAL SIGN POST SUBBASE. (D� OU SPAVEMENTDETAIL )��HPATCHDETAIL HANDICAP PARKING LAYOUT 4 SIGN POST DETAIL TO SCALE NOT TO SCALE NOT TO SCALE ly" 8'O.C.NOM. 1%4" RAIL PAVED ROADWAY MIND 93�e SIDEWALK SLOPE (TYPICAL) ( VARIES SEE SITE PLAN 1:20(MAX.) 1:12SLOPE -- -I VARIES: 5'-0"MIN. 5' . .. \y 6"CURB REVEAL MAX (TYP.) 25' 2-1/2"x 2-12"x GUTTER LINE 6"CEM.CONC.SIDEWALK(4,000 PSI) 0"REVEAL r PLAN , 0.080" (6"REVEAL-MAX.) ALUMINUM START TIP-DOWN POSTS 1"(MIN.) ELEVATION (TYPICAL) 4' WIRE MESH FILLED WITH SEALANT 1*0 WALL VERTICAL GRANITE CURB 1/4"x1'DEEP HAND TOOLED JOINT WITH 1/4"RADII PICKET 1.5% BACK OF SIDEWALK 1 #6 REBAR @ 12"O.C. _ff 1.5°�MAX CURB TIP DOWN TIP DOWNSLOPE SEE PLAN 8"GRAVEL CONSTRUCTION JOINT Afflfflfflfflffl T 1:12(MAX.) COMPACTED IT 2"NOM. 1 r 8"(MIN.) SUBGRADE 3/4"SMOOTH DOWEL W/SLEEVE @ 12"O.C.COAT 6' I e 33/'TYPICAL ,•I k' TREATMENT VARIES ADJACENT SLAB ISFINISH GRADE WITH BOND ING POU POURED. BEFORE (MIN.) 6-(MAX.)REVEAL 36"MIN. SEE PAVEMENT SECTION MATCH PAVEMENT FLUSH CURB FOOTING DEPTH I `' ( �' FILLED WITH SEALANT FILLED WITH SEALANT FINISH GRADE. CURB AS SPECIFIED I `: ;,I I a 1/4'x1'DEEP HAND 0"TOLERANCE. PLAN ON DRAWINGS I TOOLED JOINT 1/4"RADIUS WITH 1/4'RADII 1/4"TO 1/2"PREMOLDED FILLER 8. 8. NOTES. 1. MINIMUM COMPRESSION STRENGTH FOR CONCRETE SHALL BE 4.000 PSI. NOTES: 2. PROVIDE MINIMUM V SHELF BEHIND WALK BEFORE SLOPE CONTROL JOINT A EXPANSION JOINT B 1. SEE SITE PLAN FOR TIP DOWN RAMP AND SIDEWALK NOTE: WIDTHS AND LOCATIONS. 2. SEE GRADING,DRAINAGE,AND EROSION CONTROL SITE FENCE SHALL BE EQUAL TAR ECHELON it MAJESTIC ALUMINUM PLANS FOR SIDEWALK SLOPES AND GRADES. FENCE OR APPROVED EQUAL 5 ��t��LKTIP-DOWN RAMPSTEFENCE DETAIL 7CONCRETE WALK DETAILNO NO. DATE IDESCRIPTION 6"x 8"WOOD RAIL 1/2"CHAMFER TOP&BOTTOM 6"X 6"WOOD POST @ V-6"O.C.1/2'CHAMFER AROUND TOP(TYP.) 5/8'GALV.BOLTS W/ROUND WASHERS AND HEX NUTS 10• VERTICAL GRANITE CURB TYPE VI3 e• /,'/! FILL PIPE WITH CONCRETE AND MOUND ON TOP 6"REVEAL(TYPICAL) 1•DAP HIGH EARLY STRENGTH r-r CEMENT CONCRETE LANDSCAPE OR PAVED SURFACE V-4" TOP COURSE \ � ! 6"SCH 40 STEEL PIPE MIN BINDER COURSE \\ 24"0 CONCRETE FOOTER GROUND LEVEL 3000 PSI STRENGTH 2" } 12' 24' s s N10Te��\ BASE COURSE 6"MI a / s•Mw. \\//\\�/\\�/\\ a 5%MAX 20" ?J` TYP.` F6"MIN. Davenport Parking Lot 4(r NOTES: Reconfiguration CONSTRUCTION DETAIL I 1. BOLLARD SHALL BE PAINTED SAFETY YELLOW WITH METALLIC >/i�/��//�//�/i //�// %j/ PAINT OR EQUIPPED WITH PLASTIC SLEEVE,COLOR TO BE 3.5' 1� .3 za• DETERMINED BY OWNER Nalb eh-M•acel C~ EDGE OF COMPACTED SUBGRADE et Hphl•dAv1•r 1970 TOP OF SLOPE + • + '+ CURBIEDGE OF 4' 2. ROUND ANY SHARP EDGES. NOTES: s••m,MA 45.04 toe No.4als.az PAVE za' 1.CONCRETE TO BE 4,000 PSI. 2.ALL RADII 50'AND SMALLER TO BE CONSTRUCTED USING CURVED SECTIONS. �- 12•-� 3.MATCH EXISTING PAVEMENT SECTION FOR PATCHING ON PUBLIC STREETS,IF NECESSARY. SITE DETAILS EMBEDDED POST IN 3,000 PSI CONCRETE INSTALLATION DETAIL NOTES: 1. ALL TIMBERS SHALL BE PRESSURE TREATED. 8 TIMBER GUARD RAIL DETAIL 9)��j��TIVEBQLLARD DETAIL � �jlaAL GRANITE CURB C502 NOT TO SCALE THE ORIGINAL OF THIS DRAWING 19 Xr X Ir.F THIS COPY 15 ANY OTHER SIM IT HAS EITHER eEEN REDUCED OR ENLARGED.TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY. Site: -W- 7 7r77_', 7" C il�_ — I q T PAR Ar- _u KING W". th "',*1 LOT RECONFIGURATION �54 NORTH SHORE MEDICAL CENTER W j� 81 HIGHLAND AVENUE k, 2, 011 .0. SALEM, MA m �*TORIVIWATER N ;F,i f.-Wofek7 Prepared for L _z -Nh;_�Zza, "Z71; M T Z NORTH SHORE MEDICAL CENTER �T 44t 0. V,e ur A. K 81 HIGHLAND AVENUE SALEM, MASSACHUSETTS 7' X� W ,.�S a 7 I- '*, --.;- g� , .4 Mit, �il,W4 Rf_ N4 z Nvf bilk, U _y"T W 4 0-i CW-1k AA A Z�, 0, Lev 4.f X 40, A Z 7 4f -7, 7 .,1 '7, 7XV Dl�1.� 1-4 P1.§Q' Ak %I P3 -r A 7 A 41 N 41 te ts,� 7 1 dg, 7 ? Mr oft rA Ir 7, 16 ,A# it :rig, t 7 PROJECT SITE > 7. 1 7 V 'W L I' 7% to 4 so tF N77 V 4r FORMER BOILER BUILDI X! 7 L 4 Ao ;6 IF ,ki L . .... ap Air NOV 16 2018 P1 Af!N hmC DEPT. OF -ING fir COMMUNITY ULVLLOFiAi:NT Ir ice ir 10 k Oak Consulting Group P.O.Box 1123 J _1d 'R ONINNV 1N9VqdO'17A?C Aii�,jnrmloo NewbuWort,MA 01950 WT Ph.978 312.3120 7_�1:-,4 jo IIF BLUZ 9 T AON C1 —'A .........V11 LAND AREA NSMC SITE PLAN 'A L A& 7 'Fit _4 4K' SL a Design by: Checked by- f PFA L Date No. Q' Revision/issue "AS Drawn by: Approved by. T�e PFA Project: Dote, 18026 NOVEMBER 2, 2018 Sheet: S 1 Z " P'b P.6 P.o o Ae J +In , \ \ V �' / \ \ \ \ •0 T) •0:6 0 $ 0.1 1 0„+3/�0:0 •0 0, �D\ I LL ° ^��/ - ,�,. 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L , i 1 0\.11 C•7.3 1.7 •1.9 1.� f2C2 2.7 3.5 9. v5 4.2 3.V� 2:2 1.6 1.9 r••1 \ _//_ A � �.•A J�� V O 2 0.5 0.7 1. 1.3 1.6 1.7 1.8. 2.3 3.0 3.8; 4.(� /12 /1.7 1.3 :� k.,1/ 1.0 ` ��C' $ .9 0.5' 0.7 1.0 ,\ 1.2 1.4 1.5 1.8 2.3 2. ��2 f • � GJ �� C: V 01, *1 r , • � �T � �`� \�' 0.5 0.7 !0.9 � 1.1 1.2 1.92 fc 1.7 \2.0-�.2:1 1.7 1.5 fc 0.5 0.71 0.& 1.1 .3 1.5 *1.6 1.3 / 1.1 6 ti c y_\\ �1 ^ 1.0 H \ ell, A t��1� 0.5 +0�6 • ..0.8 1.1 1.2 1.3 1 1.0 \ 0.4 •0S �.0.7Y 0.8 1:0 1. �'1 0 v °so f \ \ V/ O� J°a� / / 0.4 0.5 6 0.71f 0.8 0.7 \ \ » \T 0.3 0.4 S 0.5 \ o ii / (� AV }\8 p + 0, • \ �� \ a�� Vl � �� o'� e ^ H \ IF z 0 Luminaire Schedule Calculation Summary (34 Symbol Arrangement Label Description Lum. Lumens Lum. Watts LLF Label Units Avg Max Min Avg/Min Max/Min ��-- BACK-BACK SL1 MCGRAW VTS-E06-LED-El-T4-(FINISH) 30' MOUNTING 17858 150.5 0.900 SITE (ALL POINTS) Fc 2.26 5.4 0.7 N.A. N.A. NEW PARKING LOT Fc 2.06 5.4 0.7 2.94 7.71 Pagel of 1 TYP NORTH SHORE SITE LIGHT )< (TYP'.) 1/11/1-31IN MEDICAL CENTER T 0 =2 it _j LEGEND 7 =7-- =4-:� ccb -1 t EXISTING --------- -------- CONTOUR 24SPACES — \\ 11� I I I "I \\ N VENT — D D DRAIN PIPE PROPOSE — w w — WATER LINE TREES 27'O.C. '7 --Z- G G — GAS LINE c3imleml[Mimi In — 27SPACES ---------- f — S S SEWER LINE -- ---- _IR —IR IRRIGATION LINE 'AA _ST —ST — STEAM LINE /Z (,ancrete I,, I I :�4 �%- Z' ffl%q E E — ELECTRIC LINE X., CB te sic, a, CATCH BASIN Shepley Bulfinch Richardson&Abbott DMH DRAIN MANHOLE Architecture Planning Interiors Est. 1874 0 11 h A NAW�W rc,:r"d t,e retc: ,,,�, w!i MI m I [&I Imi qm'' I ml I fin. im, I -i I=11 Mut. !n • for, S�op�.rg SEWER MANHOLE 2 Seaport Lane 41V- i • Q - T ---------- jI -1 0 Boston, MA 02210 'RAMP FIRE HYDRANT T:617.423.1700 I F:800.934.9691 It 11 9j . toc� de, f fi vlt 0 fence _ X ------ I - --g ------ www.ShepleyBulfinch.com 11 arc PIVO WATER GATE/POST INDICATOR VALVE __R�MP concrete pctio Aq� i PROPOSED --- ------- t I r t.wall v WALL "src' eone re Z EOP A{ ! I \ w '0 2,V VERTICAL GRANITE CURB u s sti=�� sp � i � /� \ � � � � I Oak Consulting Group P.O.Box 1123 C, CONCRETE WALK Newburyport,MA 01950 Z ADMIN. SERVICES SIGN Ph.978 312.3120 OCG Sol" ------ SITE LIGHT 0 #79 13 13 -0 13 TIMBER GUARD RAIL I_'- -- "~=: ? — — — , / \\ I /// \ E MEDICAL I SITE FENCE OFFICE BLDG. PAVEMENT SAWCUT -————————- 'y Cl- Si" EXIS' G APPROXIMATE LIMIT OF WORK / i , \ / i CU 4 mulch &fi3nd "'"bb WBI NOTES: I cn scaoing C"e' asnJ"olt sidewalk ct OELOCATE CURB I on L "g 1 . DEMO SECUIRTY BOOTH Et PATCH RECONSTRUCT ISLAND 2. RECONFIGURE AXELROD Et MOB ISLAND/CURB Et PATCH • \\\\N LO 0 3. INSTALL JERSEY BARRIERS FOR ONE-WAY EGRESS I> re, 0 RIGHT-HAND TURN ONLY DIRECTIONAL SIGN-_ I ON WALL 7 4. OWNER SIGNAGE/PAINT LINES —----- vvl ' NO. DATE DESCRIPTION - --------- rnLlc� a i o i 1 JERSEY BARRIERS STRIPE ------------------ OP ISLAND------- S ONE-WAY EGRESS \, , , ,- �pI j/ tl mo PHASE 1 T_ / / / - T, TEMPORARY C' �- ` ENDO i ' 1 \\\ �,�µ",I,,I / I Q O� � / \t ` all / DROP-OFF, 0 11 C, I I KEY PLAN // ' \\ ` �!Ijil 'lli�l:j/ / '" \I / / — `�`` sr NORTH SHORE MEDICAL b CENTER AXELRC (SOUTH OWNER 0 N AXELROD #81 Highland Ave. DAVENPORT 4 DROP OFF C? (NORTH) 0 81 HIGHLAND AVENUE + + SALEM, MA 01970 PROJECT +\ Pointed cr os" _z SITE LAYOUT PLAN \ A" DRAWING TITLE % v w 0 _j 10/15/2018 E > '04' — 1-„ \ V \ \ \ I SCALE DATE LLI _j 77-- 't < A" JOB NUMBER 0 Uj t 0 SCHEMATIC DESIGN LU SUBMISSION W w U_ Z 00'� z o U) 0 g —75- 0- _j 0 10 20 40 W 0 LL ----------------- C =2m2 ------------L-------- Ir z Z I- I SCALE in FEET Lk % ------------ 1"=20' >! 9D-� ' I ------------- DRAWING NUMBER THE ORIGINAL OF THIS DRAWING IS 24"X 36'.IF THIS COPY IS ANY OTHER SIZE,IT HAS EITHER BEEN REDUCED OR ENLARGED.TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY. \\\ LEGEND NORTH SHORE \\\\ MEDICAL CENTER ----- "� coecrete sdewelk/' EXISTING \\ • t \ \\+\ \ "`" .,\ -------------------- o ,'' �.'! I -- ' /�__ / / NORTI ---------6R-------- CONTOUR \ /Z-,- CHIL D D DRAIN PIPE L� I \ \ , " '.. ' . ^ •'` - \�?� , 1 - -- ,Y' �\` \ 1 ' 1 tO: - W W WATER LINE 62.5 -- \ sc \\\`1 G G GAS LINE f \1 + I \ 'b' / S S SEWER LINE �, \ \ \ - 63 1 • !� \ < -IR IR IRRIGATION LINE tl\ I \, ■� 5 GLORIA / -ST ST STEAM LINE 6 \ \``"^*�, \ \ E E ELECTRIC LINE -y' - +' 1 \ 1+\\ \\ --'- \\ \\` `---- 's �` - m ��► ' WALLIS FIRE ALARM m \ ` 65 11 - I64 \ °\ \ ! 3Ll ®cD CATCH BASIN ,, 66 65 �� o yw �� ro DMH• DRAIN MANHOLE 66.3 ` X ��j 05 3 a }I \ \ 1 4 \ 67a° o • SEWER MANHOLE Shepley Bulfinch Richardson&Abbott Architecture/Planning/Interiors/Est. 1874 n y�O FIRE HYDRANT \ 1 + 61 / PROPOSED 2 Seaport Lane 70 ` \\ 67 / 6$ -------- 71, \ __ \- Q 1 Boston, MA 02210 1\ \t \ 6, 71 \ \ r 10 r , - -� \ 70 PROPOSED CONTOUR T:617.423.1700 I F:800.934.9691 s 7 / ` - --- ------ 9 \,, _ --- --- \` www.ShepleyBulfinch.com -' N S, ='c'- ----- \ 71 co \/-\%ifs%/ WALL 68 SEDIMENTATION BARRIER WQU 2 m o 10 D p DRAIN PIPE \\ + \ -, DRAIN MANHOLE/WQU \ k 0 I CATCH BASIN Oak Consulting Group p _ ) K _ v P.O.Box 1123 o D- �� p �� p^N��,p A - � 0 \ Newb MA 01950 ` D i n r '1 ® AREA DRAIN UrYPort+ - OCG go- \;__ -`�, \ \ WQU 1 / /� --- \ � INFILTRATION _ __ ,\,., ` \ �^ - � � � o ., , _ _ _ y � \ Ph.978 312.3120 F.•y \ _ \ GALLERY ' ^� \ \ \ + 82.0 SPOT GRADE DMH 4 1 ® APPROXIMATE LIMIT OF WORK °__ SURGI CENTER= b, - head _ \ J l0 -71 ve _ EROSION CONTROL NOTES: �- -. - `O = ' - --J 1. SEE EROSION CONTROL NOTES 8 DETAILS FOR ADDITIONAL EROSION CONTROL 74.78 4.90+ BC=74.90/ - - , PROCEDURES AND CONSTRUCTION SEQUENCING. � ! Z 6 \\ _ ____ -'/ 7 .30 1\ 0 -, �5 75.20 ' ti \ O / ` 2. PROVIDE INLET PROTECTION BARRIERS AROUND EXISTING STORM DRAINAGE INLETS ' - - _ - WITHIN AND IMMEDIATELY DOWN GRADIENT OF THE WORK LIMITS AND AS SHOWN ON _ } `y 75 ! % - --»_ I � - t'�•I -\ PLAN. MAINTAIN FOR THE DURATION OF THE PROJECT UNTIL PAVEMENT HAS BEEN '\�\ \ \ •' 75 \\\ j I i \` -\� �' \� ,, INSTALLED AND UPSTREAM AREAS HAVE BEEN STABILIZED. T. \ ` t � i E A � �\ \ DMH 3 � I / \�--'� \ .26+ +Ta26----%`,- � l / / , '. \ / + ' O \'`-- 3. CONTRACTOR SHALL BE RESPONSIBLE FOR UPKEEP,MAINTENANCE AND REPLACEMENT / (IF REQUIRED)OF ALL EROSION CONTROL MEASURES.CONTRACTOR SHALL REPAIR - '' + I r Y. \ _ - 1 �� l \ I \ ,' ` l _ { - / I , ( ) AND/OR REPLACE EROSION CONTROL MEASURES AS NEEDED. 75.60 4 ALL TEMPORARY LOAM STOCKPILES SHALL RECEIVE TEMPORARY EROSION CONTROL ! S. 76 � _`---- i-- ,' 1 n ` '.' ` ` I p / \ I / +, -\ 75.70 •15.70 - rr,- �" 5. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCES AT ALL EGRESS TO WORK AREAS. ll \ z LtiS75.80 +; -__� \ ! 1 (EX) 0 77- I �• + ` -_ ---- --' - r _ - -- o < 77 COMPACTION REQUIREMENTS NO. DATE DESCRIPTION 1 ` \ - - - - 60 / -- - _ -- o A \� uMr 78 _ - r _._ _,- LOCATION _ SURGI CENTER BELOW PAVED OR CONCRETE AREAS 95% 1 \\ d \uoo 1 78.7 f +-77 50 - ; - / cti^\` / j \ -. tl - o --- ti \ / ` \ , \ / 1 j) l TRENCH BEDDING MATERIAL AND SAND BLANKET BACKFILL 95/° / • } c _ \ I \ ooden qi rdrotl . BELOW LOAM AND SEED AREA 90% 78 78~ ll •ALL PERCENTAGES SHALL BE OF THE MAXIMUM DRY DENSITY AT THE OPTIMUM MOISTURE : _. . PHASE 2- S CONTENT AS DETERMINED AND CONTROLLED IN ACCORDANCE WITH AASHTO STANDARD 180, METHOD C.FIELD DENSITY TESTS SHALL BE MADE IN ACCORDANCE WITH AAHTO STANDARD \\\ t} 79 000000g. za� I 1q F,II T-191,T-204,ORT-238ANDT-239. _ ` - DROP OFF DMH 1 y \\ \ r O CONSTRUCTION Q\ - Y,\ GENERAL NOTES: 00 \ \ 1 � 1. SEE LANDSCAPE PLANS FOR PLANTING AND GROUND COVER SPECIFICATIONS. t, o � \ 80 \`\ `\\ a 2. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM WITH APPLICABLE CITY AND STATE d \ D / ` `� CODES. CB 1 ,_t�2 c �` `\ + 80.0 ` ��• \`�\ /k\\ ,� / 3. ADJUST ALL MANHOLES,CATCHBASINS,CURB BOXES,ETC.WITHIN LIMITS OF WORK TO / FINISH GRADE. / 80.8+ KEY PLAN + 80 8 79-8 -----__, b ' / 3 `\�\ �` \ 4. CONTRACTOR SHALL PROVIDE A FINISH PAVEMENT SURFACE FREE OF LOW SPOTS AND \ ' 0 / ` PONDING AREAS. CRITICAL AREAS INCLUDE BUILDING ENTRANCE AND EXIT RAMPS AND \ _ I 81 \ t \\ I\ CB 2 � I LOADING AREAS ADJACENT TO THE BUILDING. NORTH SHORE MEDICAL 5. ALL CATCHBASINS AND DRAIN LINES SHALL BE THOROUGHLY CLEANED OF ALL SEDIMENT / AND DEBRIS AFTER THE UPSTREAM AREA IS STABILIZED.TUNNEL VENT CENTER 0\\ -• `� / OWNER \\ • 1 81.0 ` WBI NOTES: ° � � �c �> i �a� a ��t ► AT - DAVENPORT 4 DROP OFF --� O - m - . � / F W , \ o o 1 . SET UP FENCE/GATE/WHEEL WASH 81 HIGHLAND AVENUE _ 8829" 2. STRIP PAVING/GRUB SALEM, MA01970 b� TC=82.50 ' ` ' �� °r �'' 688 - 3. DEMO UNDERGROUND PROJECT ►-� -62.0 ;\ j - - �i , ; GRADING, DRAINAGE AND 0 .-_ 1 \� 'iuY r a9..•.r f .: (I ra!Iroe., Y.e r��v �:: wd-.�-__.___ . brick �.. --�/ - - -�.. 6 * %/ - Jr 8 8�9 VAULT/RAM-HOE LEDGE \_ _ - - _ 32 4. BACK FILL VAULT/ROUGH GRADE EROSION CONTROL _ _ - - -� 8 5� �• 3 tzj ------ , _ -- - - s:ocku^�e tense _ ---------- - - ----- --_ l' =�;� 5. SA LOK WALLS PLAN 3 _ - - - 84 /� L. \ neF^ �\ DRAWING TITLE 0 -� �____ on;p a��r, �; _,.�\\�9 6. IMPORT FILL/DENSE GRADE concrete P,3`0 v c,. '�'` * , 1 7 DRAINAGE LIGHTING Et WATERLINE Stone ret.wcl! a REPLACEMENT N 8. VGC/SIDEWALKSJG o a - U 9. PAVE/STRIPE o ADMIN. SERVICES a ' _ CP 10. GUARDRAIL TIMBER Et FENCE �� _ - ,Q I i 87 \ j 11 . LANDSCAPE Ca W r,c"sso 1�_ - - \ 11 , \\ I c 84.58 8 , A MEDICAL ° j I • r•,, .-.... . .-.. FENCE WITH GATE AND 10/15/2018 ,� n SCALE DATE <, > l o I \ ' * OFFICE BLDG. WHEEL WASH UJ J \ \ I - 'I 'i 'i i'�'}� `V A I lil n x ns'Ce cm JOB NUMBER 64.50 W ' , i ; \ \\ \ 1 i • rrc;-er o �`��, VERSA-LOK WALL SCHEMATIC DESIGN 0 \ v j / +\ `\ \ I / ' I (oSl Air ��o� c. - ` _ SUBMISSION mulch &1 :dscoPln9 / ,, I 1 `_, BARRIERS w LLl },UZ oselrlt s'dewalk/f o JERSEY ,' } � }� � _ I \ I � ; �\�\- tt Q I � �� 10 WATER LINE C =3ml yNi o W t \ ,} s' I I � 1 � ' \ \ I I o \ \ -�� q I n1 z; �: \_/ 4" 9 51 U J \�` J/ trp;;o- DRAWING NUMBER THE ORIGINAL OF THIS DRAWING IS 24"X 36'.IF THIS COPY IS ANY OTHER SIZE,IT HAS EITHER BEEN REDUCED OR ENLARGED.TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY. _---�<` � �' •3f ,\ 3 , / -- v n/ NORTH SHORE CHIL MEDICAL CENTER aw \\ to , LEGEND 01 D \\ y t 9 to .\\\'1\ IQ 1 w?[ac]' EXISTING ca _ \\ [��—' GLORIA ------------------ CONTOUR s"wD W Jam\J to \ F l -��' ° ,' 4 \\\, 1111111 \ \ \ \ v` --• �� to ---- WALLIS ..ey D D DRAINPIPE 9" W W WATER LINE .� 14 \ ,1 \\ 1 , f 1' //>+.!•f'! I rn o i° 0 9 a !kn m%g N — G G GAS LINE 3 c s a o SEWER LINE -73_ lj I 1 11 ° A 67 Q ��w w o n S S N —IR IRRIGATION LINE M � � W \.. f:? \ ` y .., m o }�,'- - E �\ M, �^ IR v , -- _ at'uyJ� y 1 _ f /�'�� \ ^, '� a �• / ;\ v / ) � —ST ST STEAM LINE h 111 ` F 71 \ \ \ ` dam ��fy -�I- �� y 71iv _ - \` E E ELECTRIC LINE � \ _ , 1 1 " - - - �, ! \ ` '� -- �--� � \ _ y +';�. —FA FA FIRE ALARM Shepley Bulfinch Richardson&Abbott 1 Y �CB CATCH BASINCL Architecture/Planning/Interiors/Est. 1874 w \ ; �\\ � ° r' c x \• �. � t. � 'I' DMHO DRAIN MANHOLE 2 Seaport Lane � 1 `` Boston MA 02210 SEWER MANHOLE T:617.423.1700 I F:800.934.9691 �b> > [qr and a y \6 FIRE HYDRANT www.ShepleyBulfinch.com pro Plv, WATER GATEPOST INDICATOR VALVE Tj o / / ° �!/Jj^ f .�b�lb '�. .� _ ----- _., `- - , PROPOSED E Y o r/ \ oa� �� /ha\�1\ \, W W WATER PIPE DRAIN PIPE Oak Consulting Group o \\ \\ \ aQ /I l a9)(ESIJf6 , t r�j P.O.Box 1123 -n�- ' 4: —� "-- ®�' m SI�RGI-CEN' ® CATCH BASIN _ Newburyport,MA 01950 +,� ` D\\ \\ \,\ `\ �\ \\ b, IA(�"p 3. �; A� i' , m/ / 1 _ ,_-16Verheac ea WATER VALVE OCGPh.978 312.3120 \\ ----" \ '1 1 r' / / °' / 7� /\� r" s'< •LL THRUST BLOCK ', " ° �\ �\ \ ` ,\ C, � / ,\ � vy "gJIR i/ ,P �z __ m 'p t'3J�'�Jlh?' �--' ItI o ' �i \ \ `\ \� - ---- _, _ -------� - i - - I \`B`v 3\ HYDRANT C11 --------- - - 1 -- t PAVEMENT SAWCUT + + } _\ + +1+1 l \. J t r \I + + + + + /+ , l \r' 0 w O Q e�� ------ J c r w \ APPROXIMATE LIMIT F WORK D ++ } / 1 l++\y`\\ d XI C� .4 // I \\ K 11 i * \}\ `\ -�` 4 , r \,1� to I 1 \` _` `\ ��a><- _ !r • \-b/ —tat q iM°Ene '�-'e- d2 W '"a. +} �� +\`}\\ 1> `\ ; �� , '� --\\ 11 j 1 /'/ \\�\ / • a mom Ir rli \ tyx�3��t3 --- ; r `\+ / \ 1 It \\ / i /---1 ' _ ' �,S\ / br/ m�Nm w I i ,} , I , UTILITY NOTES: EXISTING WATER LINES TO BE REMOVED SEE SHEET G1.1 ' \`1 >W f 77 l i+ $ L� 1. THE LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND THE LOCATION IS '" \ I t 1 I 1 Fr \` 1 1 / 1\'^�\ NOT GUARANTEED BY THE OWNER OR THE ENGINEER.IT IS THE CONTRACTOR'S \ I - -Pa° t RESPONSIBILITY TO LOCATE ALL UTILITIES,ANTICIPATE CONFLICTS,REPAIR EXISTING _® / I Jam, �' / u� / \ �d UTILITIES AND RELOCATE EXISTING UTILITIES REQUIRED TO COMPLETE THE WORK.THE 7, � _ - _-_- i90 0. J o -i'_', � CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER (1 \\ \\ \ •\ :\ ._ _"i / I `\ ,� \ F,{l 1' >>� o % °. a 7 7__ ' 2. THE CONTRACTOR SHALL CONTACT'DIGSAFE"72 HOURS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL HAVE THE DIG-SAFE NUMBER ON-SITE AT ALL TIMES - 72 \, j ai , ">B °i i t 3. ALL ON-SITE UTILITIES SHALL BE INSTALLED UNDERGROUND,UNLESS OTHERWISE m g I a env ,\; m �..c G G G �� - SURGI-CENTER INDICATED. W Q, 0 4 I \ e^ G v y "'d / �r c I , g, rd-aA - \ G v Ai _ - i \ ,\ OP°. °/ / _\\Sy t 4. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM WITH APPLICABLE CITY AND (> +- M T1- _ 1 -�"� r \ \`td r Q f } NO. DATE DESCRIPTION � h1 -L-6 '�TJf�---- - - h1 Pw\ - N, — w \ \ STATE CODES. �r w w w w w \ ary h,w p, „ , ��„\ 7� f \\\ \ I ,+ I „ P";r \�` ` \\ , ,/ �� 5. WATER LINES SHALL HAVE A MINIMUM OF 5'COVER OR PER WATER COMPANY W y _1 `� �a _ I 3 STANDARDS,WHICH EVER IS MORE STRINGENT. -'— - .__ •'�_ 'mod?\\ � �. � � ``\l � \\�\�` `- � �9 11 `CONSTRUCT NEW 10" N� `\ \\\ "� �,Y i I 6. UNLESS OTHERWISE INDICATED OR SPECIFIED,ALL WATER PIPE SHALL BE CEMENT $ $ _ \ TEL(v9)TA 6Sl , ? ✓ �\� _ - 'r J$____- CLDI WATER SERVICE - - fin, ---�-1 �j'� \\ `� t �` r LINED DUCTILE IRON PIPE,CLASS 52. �. 0 \ CONNECT NEW 10"WATER LINE TO STUB TO \` ( t I BE PROVIDED BY CITY OF SALEM- CONFIRM G -I&, \ ------,__fir_I j _�� '( _ . ,weds to be �, \ �_ PHASE 3 ACTUAL AS-BUILT STUB LOCATION. S --� S S `_�_ �a J E.' ----E(ug)CEs _�� \ `� ` 79 1 w s \\ -S S _ ; ; fs.soov E ---_- E °' \ \\ , \ o g 0 -1 -a� COMPLETE v i CSt ', '< o \ \ \\ , \\ 1 ram E D WORK C� TEMP . t �, - a END DROP - OFF o✓✓ \`,� '\ v RESET HYDRANT TO FINISH / , / ram_.----.J \ a \ cc!) - - r_-- ' / GRADE AS NEEDED \ a9 _ \� cct, �\ 11 0 \ \1 \` __ 1 �, ,r ✓ / \ J \ > \`�\ TUNNELVENT \ \ \ a CONNECT EXIST HYDRANT `\ / KEY PLAN Gf of t13t spy ,, pft— (A _�� c _� ,�c � � �m_�� ... NORT MEDICAL I _ qa <J pL . pp� �. ,� Y..__r _ !� CENTER !� t \ N --- 1 • \ I I v = gg, ,f," \ ` l �\ z '/�i� OWNER C5tco•-bb \, - --- bb I - .� — 1 ' cOtdNECT EXISTING 6"',HATER �� ._ pR �°° _ DAVENPORT 4 DROP OFF lk: m 1 \ 0/ ', \ - — — —— — — — -' ulch- --IJ_-- ------- -- ---- — /- --- --- - - �A1 a ! / \ / --}. , _--- __ _ ._ ,....,:_, >•- - r, .. � � `, �7 mac+ - ; - 8 E -_ - - - — — -' - ----• ' -� ��, � s 1 HIGHLAND AVENUE �, \ ♦ _ --:�_ — — Ic — -- - --s:— _ _ f s"s � + SALEM, MA 01970 Ic \ - _ — { C \\\ \\`\' ♦� ---'��- _ _ "11/'/`".+I I�—�� I — ---- st°..kc fence \'/��i- --- ----''�� b�, �,.,r(-�_� � � c^9 ,:► J• PROJECT L � _ WBI NOTE ' "—/" �", / _ (t' an __ \ —.-_ — .. --" —' 8ri \q —\\ If 1 > ,-- - -- ,- - �C�4`:� �\I , m �, SITE UTILITIES PLAN ' � � _ ��--' � landscaping \ ,e La-' lo^ �° � a ` E +�20BY— E concrete patio ' / ai \ „ a ----- / �` j 1 COMPLETE 10 WATER LINE PHASE 3 1 - � arphoft swr�walk � � � � , � � � � ..�z�x • \ �� , \� �smoV stone ret.wcll ° q, r_ ate t 2. COMPLETE VGC 1.ag3 a \I a y $ \ V aCOMPLETE DRAWING TITLE/• ; W b. 3. PAVING/STRIPING y -m Co 4. REMOVE JERSEY BARRIERS AND TEMP. \ \ 1 N .... ADMIN. SERVICES EGRESS DRIVE (v Uf ;,- Sdped Pa uwd ! "I _-_ , 1 ` 1 '1 I c av '> °c <r.r-+•r•dy~Y`�4 5• COMPLETE LANDSCAPE �� JG #79 CONNECT EXISTING SERVICE I _ r }� Q � fit( t�.r rOl { \•- �`d BK �m w m ro m w \\, b al IR Ni - MEDICAL a ��' T ; ' �� y� � ,�� mm��ro �-� �rol \ F \ 1 ; E I z OFFICE BLDG. I W e v v `� -0` CONNECT EXISTING HYDRANT \ \ x , I o •�'. 'i I II I .D \\ .. ,s� -,__.s.....�..J _ WATERLINE 10/15/2018 e I� t V 6ak \ \ ( _ / _�e� n SCALE DATE J a pab ,o ' yi1 \ `� I o \ I / ' ��, .41 1 "'ael ",_ �°,�Y,t d _ E > , �� l gyp_ I \ \ , / / / / C .� ! �'�j�!� �n c;bt,„ d I 't^c, ''� o. Y1 t-- 1 `9^ \ I \ ` ., III / 'I / mulch &,tcndscarinv / , I I , �+e> `ye qe "-i ui ?. ', (n / \� l•� ,/ I I � ,!J � J ( � � � 1 trcry�q � g QILJ* �_ �'' '' m / / C,; ✓ J'1\ \\` '/ ti csp`a't s'de'*.°ik/ �� _ i t•_6 �` (OP trot\� °d l �J co_ VGC JOB NUMBER J _ - - ' L i— - ... _ �., n " y. `\ /rR,F.4 n r,+.ti 4 - I Ott. w —LL) y 1 e ' I \ 1\� r/ SCHEMATIC DESIGN j e e m N �- , - - 1, �c+�. 11 !,�,) tll 1 \\ 9 '� \{,, �\\�Ll. y s` I .1'� h7 ' G , � - I I A t \�• ', ' �"°'[� � „a ' � a \ PAVING/STRIPING SUBMISSION rn l"- u m � I, �r `" ; 1 •�oJl.,p I \ I � I c I i i i � \ \ 1\ ym 2i w W to \ z .' t x '; / I rfX✓i C , j / " a .. T m CamC. \Sduct(DOIIJI "�-----0�4 m z ao \�` ; 11 / i ✓t �\ / ' ~�v'�— A N 1S Ft ^� I ty ,\ \ o�_,- /.. --, 1 \ ` II ` �t i� ,� g � l� So,� ! `�'�� k �R�`�\ .�� REMOVE JERSEY BARRIER AND N ` .fT t t I / G1 / i ' � � 1 r tr°'Pr "�_ � a m N 1 �'\'�- \ F \ 1 � _ °° ° °rPrA p MP EGRESS DRIVE _ \ f r , W / ; o TEMP °< - - 1_ I J/ /� CONNECT TO EXISTING / ch m Z \ hi m \ ' ' I --�- !{� , o co,,. DING SERVICE �/ 1 n o Z 1 , tT1 ,, �,I `. �.r --" "-'- -'--�-u9ll'gC7 "'�� • \ ��ore��`/ BUILDING DRAWING NUMBER THE ORIGINAL OF THIS DRAWING IS 24'X 36'.IF THIS COPY IS ANY OTHER SIZE,IT HAS EITHER BEEN REDUCED OR ENLARGED.TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY. U 7a W 2 N O SHEPLEN BULFINCH 2 Seaport Lane Boston,MA 02210 T:617.423.1700 I F:800.934.9691 shepleybulfinch.com OCG P.O.Box 1123 Newburyport,MA 01950 INDIVIDUAL SURFACE MOUNTED SIGNAGE, EXISITNG NSMC SURGI-CENTER ESI Engineered U? Solutions,Inc. INTERNALLY ILLUMINATED FACADE 6 Union Street,Natick,MA 01760 371 - 0" MAX AREA: 260 SF U;ZA Bard,Rao+Athanas Consulting Engineers,LLC 10 Guest Sleet.41h Floor I Boson,MA 02135 - - - - - - - _ : SHOR. -E- ALIGN SIGN - A-1 - TOP OF WINDOWS :r - - - - MEDIC C T- -- - - -_ 7 MF 7 : - [7111 ALLOW ABLE - - - - - - - - FIFTH FLOOR SIGNAGE - 92' - 8 3/8" HEIGHT 0 0 _ FOURTH FLOOR ENTRY LEVEL - 80' - 23/8" - --- NO. DATE DESCRIPTION 1 NORTH ELEVATION SCALE 1/4"= T-0" Davenport Parking Lot Reconfiguration Nnth Shore M"dcd Center 81 Highlaq Avenue Salem,MA 01970 JOB NO-4845.042 a W QO K a EXTERIOR ELEVATION AL EN w C f9 C 3 W A300a a a E U Q 0 tj Z 11/13/18 THE ORIGINAL OF THIS DRAWING IS W X 42".F THIS COPY IS ANY OTHER SRE,R HAS ERHER BEEN REDUCED OR ENLARGED.TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.