The URL can be used to link to this page

64-496 - 295 DERBY STREET - CONSERVATION COMMISSION (002) 11 DEP 64-40110 AQR Plans SOU z _____ I as :" { _ . -------- a^ — ..._,.a.,...._.,__,. `� ..::f ® Ri'��i5 -- %'� .<_•. - --------------- !, - - - --- STNd\C f1Al,li VITAII. rrr.a__u:�vmIIOceurlau. -- I - �IEiII91RARV!l OCA1'ILF.IR:1'AH. yY�nrl n lanmi trk-I III lit ��. .o., \,♦7 �.,_._...y� Mss ounv�in i G'C\'NNAI.Cl1.\'+f'RUO 10SiFQVE=CF: M ��—�. -✓�_ ---^ -- _. GI wn STRHI;,I- C s.�xll.lzr:ncu.,,xunlu.rm�.rxaxcl' E r +. ^ w X'.I.-I 511,�p❑17G'F73�N1tZII;i67p pial 6�41'1YlW?& - - „� ) y�l PERMIT DRAWINGS 5m6 rnu6ln]. U Nor ro ue IT rRcaimnuern tillar,+'r lnn'ruul. ply LLf_VA OFA AU 6G.q U111rID1�3+'141 +-...- J cl�nrnR.sceu: anu I eaauvoN run muvr'y,RP�t'A@fAFD2u6 C�JllRIi'�'6`f�6 Q1S6V iI RAW\CAVll.f:S lilAflilll\[OSiN01.11AllNIFdf O RIVER_ - f I — 1p ♦^ewa ar_mm as ••I ". �?� TYP.SD.TATION FENCE DETAIL •y e� ... H7HAW_�_DEfAD. as I - I -67 0 1 j _ ... TEMPORARYaSR1CKPD.HDEfAlL .mr,vwm.n.m ®BOHLER R ..� :gib=l..�e.a um TRIP ORARY SEI7 V NG BASIN. S.P. DECOURM L DERBY STREET Q �� ucnoNeeiawcs �q: Oo BF�BLLS$P GYG BD l e w...r...n .o umv may m 9U7 m oLgQ _ PERMIT DRAWINGS wa ao9on. qrw •orro m:�mn oonmue.ox smomvr cnxrwt W BB Sia©u LM Ud01111YY PYN 1 ^ ° II a4 LSI.® MUS,=—O GPIPMC'AYP sorra+Q� pagm a'9 9TRAWWATMES EROS10NCONfROL BARRIER / ,WW: � � ` Wz .... z 10'-8' 18' 0R NEW 1'X RAILji 10' CLEAR �~ POSE BASE ANCHORED TO CONCRETE WITH 3/B' DIA, GALV. BOLTS - B'EMBEDMENT - 2 PART EPDXY LECT. CONDUIT IN E SLAB CHAMFER EDGE (TYP) B' TH. REINFORCE 6' LOAM AND SEED CONCRETE SLAB a ^' FEMA 100 YR �� IA's 0.571 SLOPE 0. 5 O 10 EW CONTINUOUS 4'p �6 WALK EL ♦I 4,O /TN 3 PERFORATED PVC PIPE 2 / 1v CRUSHED STONE VARIES ° - ° • /-ExlsnNc GRADE PROPOSEyy1TE - PJ/ BLO �/ / 2 NOT AN'ROYED FOR �^ {-/NON-PERFORATED CONSTRUrnDN EXIST. ELEV 12.01 GRANULAR FILL PVC PIPE O 25`D.C. 1'-6' OF CRUSHED COMPACTED STONE SONG STONE SUBCRADE BULKHEAD TO REMAIN MHW 8,9 PRELIMINARY rnnsTnucnan DFaAu. rw OO IIE59 coRMRAnON PSId0101/Y1YNd RMl14E� Ory00Nd lE9F.lQYRY. YY°/LMRIG MLW•0.0 SOUTH RIVER ®BOHLER OO DETAIL REFERENCE- 'PRELIMINARY EFERENCE"PRELIMINARY HARBOR WALK CONSTRUCTION DETAIL"INFORMATION RETRIEVED BY FAX FROM —� NORTH SHORE MARINE,INC.,1 JEFFERSON AVENUE, S.P. pgODY SALEM,MA 01970.DATED 05111110. PRELIMINARY HARBOR WALK CONSTRUCTION DETAIL CONSTRUCTION I . DETAIL - n[vpgii o.mivi/ - _ LEGEND 856X 111 �/ -�/23 v EXISTING CONTOUR 80•�3p. V �� X 123 g5 EXISTING SPOT ELEVATION � by /NV=SJ' � TT ` XrW 12j.45 EXIST. TOP OF WALL ELEVATION � g32 X �.\ _ 1 VER Xe, 123.45 EXIST. BOTTOM OF WALL ELEVATION ILd ' . \ N __- _ // ,rypil k (,�y© GAS METER � . \CO0532 \vm a p . ti f 11, h ` ��,- // ® OA(H DRAINAGE/STORM MANHOLE � �� 00 -... AAAA. // ®44 UNKNOWN MANHOLE `do. i AIRFAx 160 /// 1W 6' I1k40or \� *41 96,56, . :S^ a - / X9.15 //v� - -- -- [w gy 705y,00 _ -- /i/ LOCUS MAP a 199"/Delorme, Stteet Atlas U.S.A. 888 // x� BRASS' IXg2� g51 AREA X `; a X8.65 8M 832 829 /O, ,R,s'O - - - - - - - -- -9-- X87} `- 4V/lig�. �` - - - - 8.88X '+/E NOTES: / DMH -_ 1 aim 960 t, LOCUS KNOWN AS LOT 442, AS SHOWN ON ASSESSOR'S MAP 34 OF THE CITY OF G215S /' / 9� - - - - \\ '�4 gWg98 �' SALEM, ESSEX COUNTY, COMMONWEALTH OF MASSACHUSETTS. /// INV=5.09 AIR& p � a 2. AREA = 17,603 S.F., 0.404 AC. _ __ 3. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE. ALL LOCATIONS AND SIZES 9.12 -g -- -- _ _ _ - _ ARE BASED ON UTILITY MARK-OUTS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE ZF 1T 6�y & ACCESSIBLE IN THE FIELD, AND THE MAPS AS LASTED IN THE REFERENCES ---___ AVAILABLE AT THE TIME OF THE SURVEY AVAILABLE ASBUILT PLANS AND UTILITY • / Il�c=___------� ---------- 33 LAIA<-----===�+.. :--- 3 906 MARKOUT DOES NOT(ENSURE MAPPING OF ALL UNDERGROUND UTILITIES AND 110, ---------- 106 x - \ tp.t1� �y 59120 STRUCTURES. BEFORE ANY EXCAVATION IS TO BEGIN, ALL UNDERGROUND UTILITIES x9,16 1I0.9' 1100 060 COWL. WALK 1i0;1 I GY COVC "K C/oo \ 9W SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE PROPER UTILITY a X016 \ Ep COMPANIES. CONTROL POINT ASSOCIATES, INC. DOES NOT GUARANTEE THE UTILITIES 8;.3 ) 7 \ GRASS SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR 030 I ® 11 `/O� ARFA� ABANDONED. II \\ 4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE II \ FIELD BY CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS II II j073 \ � LISTED HEREON. 9 I I T SMRY 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS I I 61RICK CONWNEWE S&W fRAWE SUBJECT TO THE RESTRICTIONS, COVENANTS AND/OR EASEMENTS THAT MAY BE I I 7ES wr SLED 6 CONTAINED THEREIN. II 6. BY GRAPHIC PLOTTING ONLY PROPERTY IS LOCATED IN FLOOD HAZARD ZONE A2 II SII (AREAS OF 100—YEAR FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS DETERMINED II TO BE 10') PER REF.# 2. 11 If 7. ELEVATIONS ARE BASED UPON NGVD 1929, REF. U.S.C.G.S. BM #19, ELEV.=13.695. II CITY OF SALEM DATUM IS NGVD 1929 + 4.36 FEET-. II 8. THE OFFSETS SHOWN ARE NOT TO BE USED FOR THE CONSTRUCTION OF ANY II STRUCTURE, FENCE, PERMANENT ADDITION, ETC. MAP 34 II LOT 441 11 N/F LANDS OF If GEORGE E. MAGUIRE. 11 TRUSTEE OF SOUTH RIVER II REFERENCES: REALTY TRUST II D.B. 7021, PG. 283 It 1. THE ASSESSOR'S MAP NO. 34 OF THE CITY OF SALEM, ESSEX COUNTY, II COMMONWEALTH OF MASSACHUSETTS, 11 MAP 34 11 LOT 443 2. MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM FLOOD INSURANCE RATE II N/F LANDS OF MAP, CITY OF SALEM, MASSACHUSETTS ESSEX COUNTY, PANEL 1 OF 5", 11 JEROME R. SOUSA, JR. COMMUNITY—PANEL NUMBER 250102 00018, EFFECTIVE DATE AUGUST 5, 1985. II D.B. 9731, PG. 366 3. ZONING ORDINANCE: CITY OF SALEM, MASSACHUSETTS, REPRINTED 1999. 4. MAP II ENTITLED "WIDENING OF DERBY ST, FROM CENTRAL ST, TO ORANGE ST. SALEM , If MAP 34 MASS.", DATED JULY 1915. II PORTION OF II LOT 442 5. MAP ENTITLED "PLAN OF LAND AND A PORTION OF SOUTH RIVER TAKEN FOR THE If N/F LANDS OF EXTENSIONS OF DERBY ST. TO LAFAYETTE ST. SALEM MASS.", DATED MARCH 1915. II AMERADA HESS FACILITES B'pm BUSINESS TRUST N0, 1998-1 6. MAP ENTITLED "PLAN OF LAND BELONGING TO C-BI REALTY ASSOCIATES SITUATED IN D.B. 17202, PG. 244 SALEM, MASS." PREPARED BY BRADFORD & WEED, DATED MAY 31, 1946. R91=9.71 7. MAP ENTITLED "LAND OF BRADSHAW LONGMAID, DERBY ST., SALEM, MASS.", DATED lM'=6.1 SEPT. 1964, FILED IN THE ESSEX REGISTRY OF DEEDS ON OCT. 30, 1964 AS FILE 502 OF 1964. 8. ASSESSOR PROPERTY CARD FOR LOT 442, MAP 3+ PROVIDED BY THE CITY OF SALEM ASSESSOR'S OFFICE. 9. SEWER MAP RECEIVED FROM CITY OF SALEM DEPARTMENT OF PUBLIC SERVICES. d Slav � k THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND a A� TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THIS SURVEY HAS BEEN $� o PERFORMED IN ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. ,i 3 - M u W • A It O O N Q �,z O UJ O LLJ6 Z Wir8 d'p 15 NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED WITH RAISED IMPRESSION OR BLUE INK SEAL wz Fob UW oo _ i �4,U7 CIN JOHN P . LYNCH °"n QFa MASSACHUSETTS PROFESSIONAL LAND SURVEYOR #40407 OZ f 272.87' FIELD DAIS zg M 85.00'50" E 110.00' PARTIAL TOPOGRAPHIC SURVEY „-25-09 AMERADA HESS CORPORATION ujo FIELD ROOK No. 295 DERBY STREET zo 09-17 HESS PORTION OF LOT 442, MAP 34 V),a DERBY STREET ED 9Da P°, CITY OF SALEM, ESSEX COUNTY, N=z 6 59 COMMONWEALTH OF MASSACHUSETTS Q�z GRAPHIC SCALE DA a T-� (A.K.A. ROUTE 1A) D O 5 0 20 40 OJ FIELD CREW pp3 CONTROL POINT B.S.B. (F.K.A. WATER STREET) 9eRo4 0 A S S O C I AT E S, I N C. d rc ME CD�NDNWFxTH a< w55AG,uSETTS REQUIRES NDRExAnaN En " 35 TECHNOLOGY DRIVE NEW BRITAIN CORPORATE CENTER $o (PUBLIC—VARIABLE WIDTH R.O.W.) EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB DRANK 1600 YNIOR ORNE SURE 120 OC t8 ( IN FEET ) THE EARTH'S SURFACE ANYWHERE IN THE CDN1gNWGLTH. WARREN,NJ 0'7059 J.P. 908.668.0099 - 908.668.9595 FAX CHALFONT, PA 18914 tr>a I inch = 10 It. MASSACHUSETTS DIG SAFE SYSTEM 215.712.9800 - 215.712.9802 FAX �$ (1-888-344-7233) Wass ZUd REVIEWED. APPROVED: DAZE SCALE FILE N0. DWG. NO Oii U W.P.H. J.D.B. 12-3-09 1"=10' C00532.01 OF � — — -- —[Elm — — — — — -- -- _ 4' HIGH CONTINUOUS d _ RAILING EXISTING GRANITE WALL EXPANSION JOINT ®15'O.C. J `-_- - - AS NECESSARYEMTAL STONES REMOVE CAP STONE 2„ 9/16" AND RESET WITH EXISTING 5 AND SUPPLEMENTAL i - ,o _a„ WALKWAY I = I.I I I I # F T7TlT T"1 L � w 5 I ' FLANGE MOUNT 24 _ I I �.� � PT. N0. FLMOI STRUCTURAL U Z IIIIIIIIII 1�� { NF1 STEEL b LLz m�NiLL ! ITERPRETAINE SIGN R SIGN LOCATION '' 4" REMOVE AND REPLACE w i I f. t } INSERT O ^ w ♦��♦ IN THIS COURSE Ind ( ) IIIIIIIIII f I 1.97"0 TUBING Z w 0 3 — TO 10" MIN. HEIGHT > r I I I { { E3 -1 r a IIIIIII I } F l-E IIIIIII DECORATIVE SHEET 3 D i IIIIIII -I� { 4 1/4" S0. I 6 EXISTING 3rd COURSE �.- II I I I I I I 1 + COVER It 3 > w a TRASH RECEPTACLE LEGS 2"x6"xt/8" 36 8"xg"X�fe" TO REMAIN _ O -- I ff ALUMINUM TUBE 34 BASE PLATE _ - I I III I I I I U x I I f _ -- -- IIIIIIIII F 1 - =— W — IIIIIIIII r . . o �oIw (4) 7/16"0 w a a a o v a VEGETATED 6'� 814 DIA.(4) DIA. GALV. I ¢ _ - 1111111111111111111 MTG. •��• BASE PLATE - - IIIIIIIIIIIIIIIIIII { }- HOLES e BUFFER ANCHOR BOLTS EXISTING TO REMAIN > -- - b g f2.5' IIIIIII 1- - I 2 NCH -- Illillt1111 u u u u u -- ' 11.111_ 3 1/2" SQ. � 17' �-- -_------ o FLANGE PLATE v� # (4) % DIA. GALV. � ANCHOR BOLTS CONCRETE CONSTRUCTION JOINT (TYP) ASSEMBLY0 CONCRETE SLAB LIGHT POLE WITH ONE LUMINAIRE PAD/SIDEWALK 1. EXISTING 2nd COURSE STONE MAY BE REUSED BRISTLE BROOM FINISH EXTENSION ��---- /�----_ AS APPROVED BY THE ENGINEER ALTERNATING PATTERN TYPICAL PVC 2. PROVIDE "CHINK" STONE TO FILL GAPS RAIL MOUNTING (s e cd e� FOR LJOCATONNOF�BE CAH, LIGHT NPIO E PER LOWER COURSES (50 SF TOTAL) PROPOSED WALKWAY ° cd TRASH RECEPTACLE I TERPRETIVE SIGN DETAIL DETAIL - ; W NOT TO SCALE JOINT/FINISH LAYOUT PLAN NOT TO SCALE c WALL REPAIR SECTION NOT TO SCALE v a z = DETAIL OF SITTING ARRANGEMENT AT �� NOT TO SCALE a WALKWAY — ADD—ALTERNATE NO. 1 all v W NOT TO SCALE -- ---- REVISIONS: a 120 MAX. vs• x a/a° 'ST STI . REV: DATE: COMMENT: BY: IICX/SLOTTCD SCRCWS 544'JYtXf/Y 31f!'QOXPJA.A!Y! �i/ 17 :/2' DIA AX sm 111mir a%(A6i76f'S1ff pwn) . \'�•� ,CAST ALUMINWM 113 FINIAL Nr CLEAR ACR"L IC DOME CAP RFQPlAQt ItlM AEAANX I1PCCf y C/W RUBBE? GROMME-S 2.-6• r 4 5 Y ' 4 - 1 mgr , T n Fria-Nf-r H X' l q SPOT VELD CAST RING )IT JgZ'•f2'JTJV4-4RVffWFAMV TO CAST LOMIE TO ENSLRE EG - 8 )/4' EO BRACKET <� '`' �� `v, } v>f ' a ` ri�'� / ` FRE—!%f'S7Yl IO S/FII �19� ^. ^ffil I:AS I ALLMINUM llUML\'t>}v , ti:i ,CAST ALUM. (BAND ----- ----- 96.• X'7; �,C 1;4; IACD DETI�II, RAST ALUM LID 6 ACR"LIC ,c x z Y JLDBE PERMPNE:NT-Y B7LiE0 J J/?'JffJ ,IYA.bIr(, ld1lOKIHET KIK GSI 1/8" THK. ALUMINUM PLATE PTD GRAT TO I '( Y;-, ^ �. 1�� "K Y` ,.,"� WT.S '� TOGETHER WITH RJBBER WA"a. JW �.Sl�t'"'�Dar'A7fY,IJ7Y/ 'til''" (TVA! < C) k �( MATCH PMS COOL GRAY 11 SYMBOL & ,f},k{ �j�' > ✓�t'r r:'� XA �y „ SRDMMETS 6 S'TSTL BOLTS BORDER SILKS SCREENED TO MATCH PMS { XT'Jc�M y x? \ p X II/� IIP _ p �f' 3C 3/ `` ` COOL CRAY 4. ARTWORK TO BE FRONDED - 1v' ➢IA. ALUNINIZCD m / ^ >l� �,,. k ;`s jR � � { *'• I -�1f�42' y _1T REFLECTOR ? k , h 1NJtC !UN MULllL17 P11SMA 11C •moll<y k• "X� Cc s �, R-FRACTIVE ACRYLIC GLOBE I 1.54 MH BT23 LAMP (BY OTHERS) � PORCELAIN MOGUL SOCKET P 1/4' FXTFNDFR r. T1 !�2'� 14. CAST A TIM NFf.K ON fil f1AF -+- GALVANIZED STEEL Jf•11)P. ,�1j GLOBE ORIENTATION-RISER IN -INE w^ 7 BRACKET - COATED 8 FT ALL BLACK CHAIN LINK SYSTEM I �, W:TH STRUT FOR HIOUSESIOE • CAST ALU4. RIB-/ ORIENTATION A A 2ND" LINE AND 3" TERMINAL POSTS m (� 1�§" TOP, MIDDLE AND BOTTOM RAIL ALL PIPE � VIII` IY��IItl SEC�IGN b--A TO BE ALLIED SS40WT POLYKOYED BLACK ti HPF CWA CAST ALUM. BASE 7gwa_sffR SALEM GRAPHIC SPRAYED b BALLAST ASSEMBLv T-NON DETAILS J2fUi f1UJF NOT APPROVED FOR AND MASKED " 11 GA. MESH. ANTICLIMB BLACKWIRE f�Amr TENON STOP CLASS 2B FUSED WIRE K/K (BALLAST kTs NO GATES PROTECT-ON)CHAIN—LINK FENCE CONSTRUCTION LETTERING DEVIL ` 3/4' NOT TO SCALEPROJECT No.: W010719.01 NOT TO SCALE (3) 3/9' x 1' ST.ST_. DRAWN BY: SJL CJP-TIP SET SCREWS i 2 1/2' TENON CHECKED BY: LMDJWR SPACED 9C• APART + LENGTH DATE: 12115/09 SCALE: AS NOTED 1 (3) 3/8' x 1' ST.STL. CAD LD.: WO10719.01ss0 CU L i ESCREWS SPACEL 90 APART 7C ACCEPT HARBOR WALK SIGN 3 v2' DD. TENON k PROJECT: NOT TO SCALE S LIGHT FIXTURE HEAD mFA; PRELIMINARY NOT To SCALE A HARBOR DD TIO NLK STANDARD END POST 2'�.�U ' 1°Jvv[fTrfvsAroy PLANS a �' J! BALEN MA FOR1.97" DIA. YTZW arm �w 60" MAX. HESS O �_� 4 1.06" DIA, 2&. O CORPORATION 1 y PROPOSED "HESS gfftbC 279 EXPRESS" FACILITY 48" MAX. / (SITE #21334) �1 PORTION OF LOT#442, MAP#34 2" OR 4" �I I� 50 ' '/ 295 DERBY STREET AS REQ'D. 2 CITY OF SALEM, o ESSEX COUNTY, MASSACHUSETTS B �1rLxur�x� B TOpAW1�7.Wd.T 3�" TYP. — 4" MAX. (ftttra4IHWu" TYPICAL PVC RAIL DETAILl�j B 0'1 LL I L E DDI NOT TO SCALE BENCH B-76 OR EQUAL LIGHT POST FIXTURE HI I % N ALTERNATE No. 3 NOT TO SCALE NOT TO SCALE 1/8" RADIUS (TYP.) 4,000 PSI AIR ENTRAINED 352 TURNPIKE ROAD NOTE: SEE LANDSCAPING SHEET FOR CONC. (BROOM FINISH) SOUTHBOROUGH, MA01772 SEALER LOCATION AND SPACING OF EXPANSION PH: (508)480-9900 AND CONTROL JOINTS. FX: ( 48x9080 www.BohlerEerEngl neerirg.com 1/2" PREFORMED JOINT FILLER 1/8" 6"x6 xW2.9x2.9 WWF 1/8" RADIUS (TYP.) FINISHED GRADES /.7"LYAA@lER 112" /2 6"x6 xW2.9x2.9 WWF 1 VARIES SEE PLAN1-4 S.P EY �. .. 1A III. SY6T/D q 4,000 PSI AIR ENTRAINED - k x _ v x. X `n ;� -x—max a x--max o• X i riD: CONC (BROOM FINISH) —_ — - - AG;I:iMlfgarA RA•LMA — —_ AA�A4 BaT r><PIAC1rS! t 0 0 O O O =—III—III—III—III—III— I=I-1 I I —III I I I-III-1 IIIIII=IIIIII=OI1 I I=IN III III _ 8"20. y FO O O O O O O OO 00000aR t aO O O O O O O Go SIM 9308 3862 90U RHOD— — I I—I I O ` LXEX Aldp 6T0. AN6 VE EN. O O JT LMA. COMPACTED GRAVEL BASE COMPACTED GRAVEL BASE I=I — - 8Mjp4£ SHEET TITLE: —III -- COMPACTED SUBGRADE COMPACTED SUBGRADE -III—III=III= BIG BELLY 3 TRASH RECEPTACLE f ( Ar�sslxrn "Aw CONSTRUCTION EXPANSION JOINT CONTROL JOINT END SECTION Maf4,XfQPTxa-r DETAILS ADD—ALTERNOT NATE No. 4 SCALE SECTION B—B TYP. CONC. SIDEWALK DETAILS NOT TO SCALE SHEET NUMBER: NOT TO SCALE TO BE USED FOR BUILDING SURROUND AND OTHER CONCRETE WALKS. USE CHAIRS TO SUPPORT REINFORCING STEEL DURNIG POUR. NOTES: PERMIT DRAWINGS 1. SEE SITE PLAN FOR WIDE AND GRADES OF 7 2. PROVIDE MINIMUM N . CROSS-SLOPE JOINTS 3. PROVIDE CONTROL JOINTS 5'- 0" O.C. MIN. NOT TO BE USED FOR CONSTRUCTION 4. PROVIDE EXPANSION JOINTS 20'- 0" O.C. MIN. REVISION 0 - 12115/09 a STANDARD FOR PERMANENT STABILIZATION WITH SOD LANDSCAPE SPECIFICATIONS WIT 1.Scott OF WORM J METHODS AND MATLR ALS 0.ALL ARM ARDS ARE TO RE CLAmAIED TO A DEPTH D SIX NCM(61. ALL DEBRIS EXPOSED FROM FXGIVAIION AND CULMA10W SHVi BE DISPOSED � > ME U.WS^.APE[OfTP/C10A SHALL REPAID 10 PERFORM ALL CLEARING,fMISHm CRAM,SOIL PREDAMAIDIA PERMANENT sQMD DR SOOANC, OF N ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ASML THE FOLLOWING SALE BE TILLED INTO THE IOP MIR ACNES(41 N TWO O>Z M 1. CULTIVATED SOD IS PREFERRED OVER NATIVE OR PASTURE SOD. SPECIFY "CERTIFIED SOD; OR OTHER HIGH QUALITY CULTIVATED SOD. PLANING NPO MILOW WDLLDIIG ALL LABOR,MATERIALS.TOOLS AND EM MEM NECESSARY FOR>DE COWRERON a IHS PROIECT ULLE55 OHENTSE DFECTE«s(QMANna BASED ON A I Dm WYK Tool AREA-FOR BO PURPOSES ONLY[SEE SRCDGTMN 6Ap o��o� NNIRACRD N THE GENERAL COMiRACNA. \ ` � 2. SOD SHOULD BE FREE OF WEEDS AND UNDESIRABLE COARSE WEEDY GRASSES. L ro RAPDS'CRO-FDNB OUR APPROVED son CDDIIIONER/FWINZER � w o�w 5 N \ T J T 3. SOD SHOULD BE OF UNIFORM THICKNESS, APPROXIMATELY 5/8 INCH, PLUS OR MINUS 1/4 INCH, AT TIME OF CUTTING. (EXCLUDES TOP 2 M�� L m PO-ws xma-ram PASO a-0-0 BLUE CHP OR AFPRONEO WROGEN FERn¢ER �m m o¢� I 1 8p'12' o EU 1 ' yyy A CRER.Y-ALL HANDSOME MATERIALS Sw1L MEET OR EXCEED SPECIFICATIONS AS DUNNED N THE STATE DEPARTMENT a TRANSPORTATIONS 9 8 <o A;Q W I GROWTH.) SPECFGDONS. E.THE SPREADING a TOPSOIL SHAM NOT BE CONDUCTED UNDER III OR FROZEN CONDDpNS. LL z m 1-0 3 2 R I �++/lll/ j7 $g 4. SOD SHOULD BE VIGOROUS AND DENSE AND BE ABLE TO RETAIN iTS OWN SHAPE AND WEIGHT WHEN SUSPENDED VERTICALLY WITH A FIRM - o ••••. E GRASP FROM THE UPPER 10 PERCENT OF THE STRIP. BROKEN PADS OR TORN AND UNEVEN ENDS WILL NOT BE ACCEPTABLE. B.TOPSOIL -NATURAL,FRnAYE,LOW Su SOL HAVING AN OFI CONTEND NOT LESS 1%51,A PH RANCE BETWEEN As-70.IT SHALL BE FREE DF A INSOFAR R 6 FEASIBLE PLANT MATERIAL SHALL BE PANTED ON THE DAY OF DELIVERY. N THE FhM IOW TMS 6 NOT POSSIBLE,UNOSCIPE W Lwi �K DEBRIS,ROCKS LARGER TOWN ONE INCH(11,WOOD.ROOTS,VEGETABLE MATTER AND CLAY CLODS. T_ g a 5. FOR DRAUGHT SITES, A SOD OF KENTUCKY 31 TALL FESCUE AND BLUEGRASS IS PREFERRED OVER A STRAIGHT BLUEGRASS SOD. CONTRACTOR SHALL PROTECT ONINST LED MART MATERIAL PLANTS SHALL NOT RE"UNPGNTED FOR LwrtxR KLAN A THREE DAY PERIOD AFTER EXON IL DELIVERY, PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF FOR GREATER RUN MEE BAYS SHALL BE HULLED N WITH TOPSOIL OR MULCH 70 HELP S E \0 6. ONLY MOIST, FRESH, UNHEATED SOD SHOULD BE USED. SOD SHOULD BE HARVESTED, DELIVERED, AND INSTALLED WITHIN A PERIOD OF c LASE -ALL SEEMED ACCO ARE E BE TREATED WIN A MINIMUM 4'HHG DYER O TOPSOIL OR A OREcrm N THE LOCAL ORDINANCE OR LUEM, PRESERVE ROOT MOISTURE. O o p v PROP. AREA TO BE MULCHED WITH A ND WtteE,DR 9 mED N ACCORDANCE wM THE PERMANENT sTABVA ION uQHDs xDGRD a a § � a d N ° ° \ 3" THICK LAYER OF DOUBLE 36 HOURS. UNI S®MIXTURE SHALL BE FLESH,CLEW FPM CROP SEED. B AMONG OPERATIONS 9441 BE PUKONP�DURING PW005 WITHIN 1 E PUNTING SEASON WHEN WEARER AND SOIL WIDIII ARE SUITABLE AND IN � or yUB O�a p I IL SOD WIVE BE STRONGLY ROOTED,WEED AND 06CAE/PFS7 FRCS WITH A UNIFORM O ♦ p Z m Y > R R ° ° SHREDDED HARDWOOD BARK MULCH I. SITE PREPARATION Hao Ss. Soo INSTALLED ON WDPa GEA ER THAN.:I swu DE PEam io ACWWV E MM ACCERED LOCM PRACrcE RAN S SW MO RE INSNIED N OPSOL THAT 6 N A M DD OR FROZEN CONDITION. o o BYN ` a A GRADE AS NEEDED AND FEASIBLE TO PERMU THE USE OF CONVENTIONAL EQUIPMENT FOR LIMING, FERTILIZING, AND SOIL PREPARATION. H>D SOD M RACE C ANY INLED ROOTS OR BUNCHES SFULL B PKIED i0 WARE CLEAR-CUT ENDS Pkat TO AMONG UTIUVNC CLEM.SHARP TOOLS. ONLY ME! i OVER WATER PERMEABLE WEED OR DISEASED B ANCHNC SNL BE REMOVED. bb p$ I 1 PMM BARRIER FABRIC (TYP.) ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH STANDARD FOR LAND GRADING. B MULCH-ALL PLANING BEDS SHALL BE LEACHED"A 3'THICK LAYER a DOUBLE WOOD WAMD BARN L41CR UNUM THEM STATED E�3 Kn a a z 00 � ON THE LANDSCAPE RM. 0.ALL RAM CONTNRERS,BASKETS AND NON-B DECJUDABIE MATERIALS SMALL BE REMOVED FROM ROO BALLS DARING RANTND. wRPAL FIBER 64 ♦•••• �7 \ BURLAP MUST BEM FROM MOUND ME TRUNK OF ME TREE AND FOLDED DPM AGAINST THE ROO BLL PRIOR TO BCKFILLNG. B. INSTALL NEEDED EROSION CONTROL PRACTICES AND FACILITIES, SUCH AS INTERCEPTOR DITCHES, DIKES AND TERRACES, EROSION STOPS, E.FERTILIZER M I 1 CK V .. 4 _ B RR \ '" 96.S6 AND DE-SILTING BASINS. L RRHL¢ER SALE BE BINSDELIVERED TO THE SITE NASD AS SPECIFIED IN ME CNAL E.WSITpN TREES MD SHRUBS AT MER MENDED SLOCATIONSDIRECTS A PER THE PEW$AVD SECURE ME APPROVAL 6 THE VN03CIPE ARCHITECT PRpR TO UNOPENED STANDARD BAKS SMMNC WEIGNT,ANALYSIS PLACE S NUE OF MANUFACTURERBEKEfXGVAIIXC PRS MADxG NECESSARY ADJUSTMENTS 0.S OR"CIED, � Q � c1 � 6,S(�`A RNL¢ER SMALL�SIDRm N A WEATHERPROOF PUCE SO THAT R CAN&KEPT II. SOIL PREPARATION DRY PRIOR TO USE F.PRIOR TO ME ISSUANCE OF ANY CERTNCATE OF OCCUPANCY.RE PROPOSED LANDSCAPE.AS SHOW ON ME APPROVED LANDSCAPE RAN,MUST BE II.FOR ME PURPOSE IOF BIDDING,ASSUME RAT FERTILIM SFWL BE IDIS NIIROCM, NSTALfD,INSPECTED AND APPROVED By RE APPRP'MC AGENCY. THE APPROVING AGENCY SHALL TARE N70 ACCDNT SEASONAL CONSOMPAIOS N MIS 5 + PMM \ A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS SUCH AS THOSE OFFERED BY RUTGERS UNIVERSITY SOIL TESTING 6A RDSRDB6 AMD 4x POTASSIUM BY FIRM, A FERTILIZER SHOULD NOT BE REM A FOLLOWS ME PLANTING F R + \ ° \ 0 TREES,SURUBS,LANES OR G OOND COVER SMALL OCCUR ONLY DURNG RE FOLLOWING PUMNG$FAO/fi 20.0 (�p� _ l /' _ - LABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL COOPERATIVE EXTENSION SERVICE OFFICE. IF SOIL TESTING IS NOT gLL�"NHaLR"sa Tar PEM°NHm N A cmRFEo soa LABORATORY L LAN MARCH 15 m MINE M 0 Phi it L LAM: MARCH IS ro JUNE 1S OUR SEPT.I TO DECEMBER 1 �-F a E• �p a \ FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING S CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 500 POUNDS PER F.RAT MATERIAL j 7 VTC `N q ^r �1 < ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS 38-0-0 PER ACRE OR L ALL RANTS SWILL w ALL CASES CONFORM M Rc REROkxNB a ME PLANFFcs REOURED FOR A CERBNATE OF OCCUPANCY SHALL BE PROVIDED DURK VIE ISO APPROPRIATE SEASON AT ME MARrnAUIY's DISCRETION. O C tL�,]; 'AWRICAN SUGAM FOR MRSEYFf SIOX(ANSI 260.1).LATEST EDITION,AS CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR Po1MNL SUBSTITUTIONS T� � w � I EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN UEU OF TOP-DRESSING. APPLY LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PUBLISHED BY THE"WA NURSERY E LANDSCAPE ASSOCIATION(FOBERLY ME MICRON ASSOCIATION OF NAMMEN). PLUS MAGNESIUM OXIDES) AS FOLLOWS: N.x ALL EASES,BOTAAIGL MIES 944L TALE PRECEDENCE OVER COMMON NARES C.FURHEIRTMI ME FULUAING TREE VARIETIES ARE UNUSUALLY SUA�IIBLE TO WAFTER GARAGE. WITH TBWSR/Nr SACK AND THE SGSLNAL LACK OF p ,'fir~ V a b V - FOR ANY AND ALL PLANT MATERU L. IRRIOGEN AVAAAMUIY,THE RISK OF PLANT ODIH 6 GREATLY INCREASED, R IS NOT RECOMMENDED MAT THEM SPEM BE PUNTED DURK RE FALL d I �_ C. O SOIL TEXTURE TONS ACRE LEIS 1000 SO. FT n.RATES SHALL BE LEGGY TCCED WITH RE PROPER NAE AND S¢E. TAUS ARE TO ADMITTING SEASON PROPOSED SODDED ° -L / REMAIN ON AT LEAST ONE RANT OF UCH SPECIES FOR ANIMATION PURPOSES DURK AGER RUBRUM "TAM X AJERFCLM l� 3 PLIM THE FINAL INSPECTION. FEW VARETES POPULUS VMIERES I AWN d // CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL 4 180 N.IBM NM MMWDN OF THE BANK SN So=DISXAAADON OR FRESH CUB OF CURRHus VMrnES ARABS VARIETIES • z F~D w U LABS 00 1X',MARCH HAVE NOT BEEN COMPLETELY CALLUSED,SHALL BE REJECTED. CYATACUS vocnes PILAUS VARIEIa PLANTS SMALL NOT IBE BOUND WIN MISE OR ROPE AT AM RLE$0 AS 70 ML414E TILE KOELREUIERIA QUERCUS VAREIES < 0 2 SANDY LOAM, LOAM, SILT LOAM 3 135 BANK DR BREAK BRANCHED. UDDDAUBR STRACFLl41 RUA TONOD��A �` y /.. V.ALL RATS SHALL.SE ATICAL OF MER SPECIES OR VARIETY AND SHALL HAVE A NORMAL LRODENDRON TUDAFERA ER MA VARIEIES <AL' Ad Ar PROP. AREA TO BE MULCHED WITH A + I SMALL ANGULAR' HABIT OF MM,UNTIL DEVELOPED BRUPHM DENSELY FGATIM VIGOROUS ROOT d k a 1 'PRQPOSED LOAMY SAND, SAND 2 9O SYSTEMS AND BE FREE O DISUSE,INSECTS.PESTS,EGGS OR LARVAE. H RANDNC PIES SIM BE DUG WIN LEVEL EDTTOM6,WH THE MOM TWICE ME pMAETER D ROOT BNL THE ROOT BVL SRI ROT ON UNDISTUF®ED - GRAY.BQLRDER-` M.CALIPER YVSUIEMEN3 OF NURSWY CROWN TREES SW1L BE TAKEN AT A ROA ON THE GRACE EALN RANT AT SHALL BE BACKFUID OI LAYERS WITH THE FOLPANG PREPARED 5%NIXED THMRPIGHIL 3" THICK LAYER OF DOUBLE t- ° •SODDED w 1-TCG B. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRING TOOTH HARROW, TRUNK SN INCHES C61 ADM VIE NATURAL GRADE rOR TREES UP TO LAD NOLDNG A L 1 PART Pur MOSS V it SHREDDED HARDWOOD BARK MULCH LAWN (TYP.) FOUR IVa IAT G PTR SIZE F HE f/1PER AT SIX NOLs(W)AeoE RE cRauo L T PA9 LOYPOSTED CPT MAM,NE BY VOLUME , 1 CK OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISCOING OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE EXCEEDS FOUR NCHIES(41 N CHARIL RE CAPER SHOULD BE MEASURED AT A PDM Ill PARIS TOPSOIL B VOLUME OVER WATER PERMEABLE WEED TILLAGE UNTIL A REASONABLY UNIFORM, FINE SEEDBED IS PREPARED. H2 ABOVE RE MATDRAL GRAS N.21 GRAS'NnFORM'RANTING MILES(OR APPROVED EQUAL)AS FOLLOWS: VD.WN.1ES SMALL BE MEASURED TO iXC REP/OE NEDHI OR SPREAD O ME SHRUB,AD A)2 TABLETS PER I GALLON PLANT REVISIONS: BARRIER FABRIC (TYP.) D 3 IGC' S BT SINOT I THE LONGEST EASUR N. BI)3 TABLETS PER s GALLON PAM iI C. REMOVE FROM THE SURFACE ALL OBJECTS THAT WOULD PREVENT GOOD SOD TO SOIL CONTACT AND REMOVE ALL OTHER DEBRIS, SUCH VIL TEES AND 9HRM SMALL BE HADLED MM CARE BY ME ROOT BALL C)4 TABLETS PER 15 GNLON RANT REV: DATE: COMMENT: BY: 2 IGC 4' DIAMETER PINE 3 VTC AS WIRE, CABLE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS, OR OTHER UNSUITABLE MATERIAL. D)LARGER PUNTS:2 TABLETS PER X'CALIPER OF TRAM I - BARK MULCH + + ! EExFRAL MARK PRceCOLMES . 4 IGC • SMALL ANGULAR TREE PIT (TYP.) A CONTRACTOR TO UI WOIXMWKE MUST STANDARDS N PTNORMMG ALL LANDSCAPE CONSTRUCTION, THE SITE 6 i0 BE LEFT N A CLEAN STATE L RLL PREPARED SOIL MND BVL OF PUNT HAF-WA7 AVO INSERT PLANT TABLETS. COMPLETE BACKTLL AND WATER THORWCHLY. + D. INSPECT SITE JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RE-TILLED AND FIRMED AS ABOVE. M THE END a EACH WORKDAY. ALL DEBMs,MATERIALS AMC TOOLS SHALL BE PROPS LY STORED,STOCKPILED OR DISPOSED OF. GRAY BOULDER J.ALL PIERS SMALL BERM SOI SO THAT RE TOP OF RE MOOT BVL,THE ROME K A ALL. ME ROOT FAME BEGINS,IS SET AT GRWNO LLVFi.AND M I � (�) � � A BI. SOD PLACEMENT OL wNA� Off WIDENED EC�SM��LYC�Y�gSPpgp or M me coNrwtTORs E%PLNSE. DEWS SMALL Dor BE BAtIEo.xaLOFD ORGANIC THE QxrER DR 111E Pit, M SPL 6 TO BE PLACED DIRECTLY ON TEP DE MC AOOi BVL. A SOD STRIPS SHOULD BE LAID ON THE CONTOUR, NEVER UP AND DOWN THE SLOPE, STARTING AT THE BOTTOM OF THE SLOPE AND K.ALL PROPOSED TREES ORC[TLY A14C91T TO WALKWAYS DR BNTMAYS SHALL BE RAND AD MAINTAINED TO A YNMM BANDING NFXM DE Y FM7Y • 3 TGC ,. R PREPARATIONS OADE I + WORKING UP. ON STEEP SLOPES, THE USE OF LADDERS WILL FACILITATE THE WORK AND PREVENT DAMAGE TO THE SOD. DURING PERIODS A BEFORE INE WANG PRELIMINARY CROW AD M94ED CRM11C,NL WEDS AND CRASSE$SLUM!BE DTC DR N DE ROOT AND D6tt15ED OF IN OF HIGH TEMPERATURE, LIGHTLY IRRIGATE THE SOIL IMMEDIATELY PRIOR TO LAYING THE SOD. ACCORDANCE WITH GENT6Yl WRK PROCEDURES OURNED FEBEN. L GROUND COVER AREAS SHALL RECEIVE A X'LATER OF HAUS RARED MID RE POR I'OF PREPARED SOIL PROR TO PLANNING. ALL GROUND COVER 1 CK-J 1, AREAS 51441 BE WEEDED AM TREATED WITH A PRE-a'MDY CHMICAL AS PER MAAFACIURTN'S RECOMMENDATION I r B Nl EXISTING CD ro REMAIN SWILL BE PRINR ro ATMOvL IAT CAMAGE)AND SNACK. ME ANY EX LMB RO ANY MALL HE BUNG SVll B DIT OF . J + io B. PUKE SOD STRIPS WITH SNUG, EVEN JOINTS THAT ARE STAGGERED. OPEN SPACES INVITE EROSION. AT ME RANCH W71AR CONTRACTOR 944E ENSURE RUi CU 5 AR[SMOOTH IND SRU GM. AN EXPOSED ROCTS$HV BE WI BACK WIN CLEAN. X NO RANI,EXCEPT GROUND COVERS,GRASSES OR MNES,WILL BE PLAITED LESS RAN TWO FEET(2)FAON EOSNNC STRUCTURES AND SOEWALA / ^ SHARP TOOLS AND TOPSOIL SNL BE RNID AROUND THE REMAINDER OF ME ROOTS EXISTING TREES$AU BE MONITORED ON A REGULAR BASIS FOR _ \.�, ADOMOK41 ROOT DR BRANCH DAMAGE AS A RESULT OF CONSTLCTK N, ROCTS SHALL NOT BE LER EXPOSED FOR MORE MW ONE(1)DAY. CONTRACTOR N.ALL RAYING AREAS AND RARING PIIS SHALL BE MJLOED AS SPECKED HEREIN 70 RLL ME ENTIRE BED AREA OR SAILER. NO III IS TO TOUCH I ► ® C. ROLL OR TAMP SOD IMMEDIATELY FOLLOWING PLACEMENT TO INSURE SOLID CONTACT OF ROOT MAT AND SOIL SURFACE, DO NOT SHALL WATER UDSNNG TREES A NEEDED To PREVENT SING OR DECLINE ME TRUNK Of THE TREE OR M. 1 OR OVERLAP SOD. ALL JOINTS SHOULD BE BUTTED TIGHTLY IN ORDER TO PREVENT VOIDS WHICH WOULD CAUSE DRYING OF THE ROOTS, C.CONTRACTOR SHAG ARRAADE TO NUE A MUP STAKE-DUH TO LOCATE ALL UNDERGROUND Munn PRIOR TO MSIAOLATOR OF ANY LANDSCAPE MATERIAL 0.ALL AMINO ARDS 90L BE WAITED IMMEDIATELY UPON INSTALLATION N ACCORDANCE WITH THE WATEMND SPECFVATP6 AS LISTED MRUN MAP 4 PROP. AREA TO BE MULCHED WITH A MIT COMPANIES SMALL�CONTACTED THREE(3)DAYS PROP TO VIE BEGINNING or WORK. LOT 441 D. ON SLOPES GREATER THAN 3 TO 1, SECURE SOD TO SURFACE SOIL WITH WOOD PEGS, WIRE STAPLES, OR SPLIT SHINGLES 8 TO 10 10 TFUNSWING LMFN REQUIRED I N F LANDS OF 3" THICK LAYER OF DOUBLE / ) ( S.REL PRpTFCTpI A ALL TRANSPLANTS SHALL BE MIG WITH REACT ROOT GALS CAPABLE D SSTNND ME RANT. , INCHES LONG BY 3/4 INCH WIDE). A CONTRACTOR SHALL L DE RESPONWBE FOR THE PROTECTION R ALL WSTNG TEES TO MllAN, A TREE PRICI ZONE S1AJL BE ESIMUSIED AT GEORGE E. MAGUI RE, SHREDDED HARDWOOD BARK MULCH _ ME DRP LN OR AT ME LIMIT OF CORSTROCT N DISTURBANCE WHICHEVER!6 GREATER. LOCAL Swum THAT MAT REDARE A MORE STRICT TEE B.E RNYS ARE TO BE SIOCKPLED BEFORE REMAINING,THEY SMALL BE HE40 N MM EACH OR SON,ADEQUATELY NATERD)AM PROTECTED FROM TRUSTEE OF SOUTH RIVER OVER WATER PERMEABLE WEED E. SURFACE WATER CANNOT ALWAYS BE DIVERTED FROM FLOWING OVER THE FACE OF THE SLOPE, BUT A CAPPING STRIP OF HEAVY JUTE OR PROTECTION ZONE sxALL SEE x?LED EXTREME MAT,SUN AND Mxo. I REALTY TRUST BARRIER FABRIC (TYP.) PLASTIC NETTING, PROPERLY SECURED, ALONG THE CROWN OF THE SLOPE AND EDGES WILL PROVIDE EXTRA PROTECTION AGAINST LIFTING AND B A FDRIY-OGE INCH(4161 HIGH WOODEN SNOW FORE OR ORANGE COLORED HCH-DENSEY V9-FENCE',OR APPROVED EBLu,MOUNTED DR STEEL C.PLANTS SMALL.NDE BE DID FOR TROOPL.WBD BETWEEN APRIL 1E AD JUNE 30. D.B. 7021, PG. 283 POSTS SOIL BE RACED AMONG THE BMD4RY DERE TQ PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM Of EIGHT FEET(8)ON CENTER { UNDERCUTTING OF SOD. THE SAME TECHNIQUE CAN IN USED TO ANCHOR SOD N WATER CARRYING CHANNELS AND OTHER CRITICAL AREAS. OR AS INDICATED MYHNI RHE TREE PROTECTION OCTAL D.UPON REPLANTING,BACIFILL SOIL SHWL BE AMENDED WITH FERTILIZER AND ROOT GROWN NORWONE IRI I WIRE STAPLES MUST BE USED TO ANCHOR NETTING IN CHANNEL WORK. C.WHEN THEOR TE[RSRECONS fUNCNG HAS BEEN INSTALLED,R SHALL BE INSPECTED ON ME APPROVING R ADDAY PRINT ro BE THE LAN SCAPE- TEE E.iRANSRAN6 SHAH BE CGAAUIEED FOR THE LLNCIH OF THE WARNTQ PEB00 SPECIFIED NEREM. CLEWING OR 074ER WA IED UNRUCTION. ME RNI ONC ALONG ME TREE PROTECTION 20M SHVL BE REGULARLY INSPECTED B RE LANDSCAPE- F. I F. IMMEDLATELY FOLLOWING INSTALLATION, SOD SHOULD BE WATERED UNTIL MOISTURE PENETRATES THE SOIL LAYER BENEATH SOD TOA COARRM.IDR AND MWMAED UNTIL ALL CO6fAVC70N ACTIVITY HAS BEEN COMPLETED. F.F 7RWSPf.W1$DE,41RIA5 Mp TREES LL55 MW SIX NCNa 161 OBN 9441 BE REDUCED M KIND, TREE$GREATER TRW SIX NCNa(6)DBN DEPTH OF 4 INCHES. MAINTAIN OPTIMUM MOISTURE FOR AT LEAST TWO WEEKS, AND CONTINUE IRRIGATION THROUGHOUT ENTIRE SEASON. MAY BE REOUfED TO BE REPLACED N ACCEPTANCE MM THE YUMCIRATYS TREE RUL44L OR CUIDDLIFM 0.AT M M SHALL MAWNEN,DFB24 FALLEN TREE$OR OTHER MATERIALS BE BALED,STOCKPILED 0R LEFT STANDING N RE fBEE PROTECTION ANE ' 6.SOIL MDIFGi0N5 Ir MAmLAN N. TOP-DRESSING A NOW PLANTINGS M ON R AI ANUS SHALT BE ADEQUATELYAN TO THE BEGNMD T ALL MATERIALS AS I "VINGFLA. NATER SHALL BE APR U TO CAN ED. AND A CONTRACTOR SHALL ARAN A SGL TEST FOR ALL MDS DE THE SIZE PM[R TO COWUCT W MY PIM'TING. SOL TESTS SVll BE RRNRIfD BY A WAM N SMALL COMER AS IDT 1D UNTLRB NTS ARE CS TO ME EXTENT iW,l ALL w7EkN5 N THE PIMTNC XDIE NE IHORgF.NLY 51RAUiE0. IF SLOW RELEASE NITROGEN (300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT) IS USED IN ADDITION TO SUGGESTED FERTILIZER, THEN A QRnnm suL LABORATORY. rATERNG STALL CONTINUE Al Lusr UNTIL.RANTS ARE ESVBLSI[D. ' FOLLOW-UP OF TOP DRESSING IS NOT MANDATORY. B VM.ffAPE CONTACTOR SHILL ROM ANY SOL OR ORADNICL CONDITIONS CONSIDERED"INDEX 70 THE GROWN D RANT IIAMiNAL SOL B.SITE INFOR SIWL PROVIDE WATER IF AvALIBF ON SIZE AT TME D RANrNC. IF WATER 6 NOT WNUBLE ON SITE.CONTRACTOR SMALL SPRY ALL MODFGTONS AS SPECIFIED MREN MAY NEED TO BE CONDUCTED BY ME LANDSCAPE CONTRACTOR DEFENDING ON SITE CONDITIONS. NECIESSAW WATER THE IIS'OF WATERING BGS 5 RECOl1YDDEO FOR ALL NEWLY RANTED TREES. I A SPRING INSTALLATION OF SOD WILL REQUIRE AN APPLICATION OF FERTILIZER SUCH AS 10-20-10 OR EQUIVALENT AT 500 POUNDS PER O ME FOLLOWING AMENDMENTS AND Ou4NTDES ARE APPROXIMATE AND ARE FOR BODING PU"ES ONLY. OOMPMN OF AMENDMENTS SHOULD BE C.P M PROTON DN SS E4 H45 BEEN INS MED ON M SI E,I SHAG BE USED TO WATER P PROPOSED RIM MATERIAL.B ANY FAILURE OF RE SSTEY j I ACRE OR 11 POUNDS PER 1,000 SQUARE FEET BETWEEN MARCH 15 AND APRIL 1. FMD DEPENDMD ON THE OUTCOME OF A TDI ANALYSIS PERFORMED B A CERNFED SEN.LAMPON. DOES AN IROTON RE M HIS BEEN RESPONSIBILITY ON T E TE.IT SHA _B DESIRED T MOPOSEVEL FOR ANT MATE•HExnn rNOWM. I.TO INCREASE A SANDY SOLS ALIO TO RETAIN WATER AND NUTRIENTS,THOROUGHLY RLL B. FALL INSTALLATION OF SOD WILL REQUIRE THE ABOVE BETWEEN SEPTEMBER 1 AND OCTOBER 15. GROW MATTER INTO ME TRY 6-I2'. USE COMPOSTED BARN,COMPOSITE,LEAF MULCH 12.WARANYEE OR PUT MOSS, ALL PRIONCIS SHWm BE COMPD51m TO A DARK COLOR AND BE MEE A.ME LANDSCAPE CONTRACTION SAIL WAMIEE ALL PLANTS FOR A PERIOD OF I YEAR FARM APPROVAL OF LANDSCAPE NSTAUTIIXN RY THE APPROVING I OF RECON WITH ODWER TLE AEW OR WOOD STRUCTURE. WONT MATERIAL MM A PN AMY. CONTRACTOR$HALL SUPPLY RE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT HOE)OF THE VALUE OF THE IANDSFAPE INSr.WA1DN POCKET PLANTING NOT ALLOWED HIGHER TOM 7.5. WHICH WLL BE REIFAED AT THE CONCLUSION OF THE OLRANTEE PCRID AND MIEN A FINAL wspooON PUS BEEN COMPLETED AND APPROVED Of ME L 70 MORASS DRAINAGE.MODIFY HEAVY CLAY OR SILT(MORE THAN 40%CLAY OR SLY)N DOER OR AUTHORIZED REPRESENTATIVE NOT APPROVED FOR REF. PLAN FOR ADDING NWDSIED IMM BARN(IP TO 3M Of LDLUMO ANI ALRIDATLRK GYPSUM I •nG IT � 0.1 SHRUB TYPE BAN BOX Na a TTHE TOT L M USED F ESUBSURHFACE O�RAHr DRUMis w NEED CONTENT m� Bc0NINUCTm a THEFILANT TESTSA'C�AMONGSHILL BSEASONN.. MY DOES SHILL BE LENGTH OrTHE AYSED OFR�P�MMWT DICEPMON.RAM W7ERJ1 BALL BE INCREASE DRAINAGE. CONSTRUCTION G(. CI'r G+ '"A m ff�//' 11 mom EXTREMELY SHIN Ella(MOUE THAN Wz)N ACTING CRICAIC MATTER AID/OR C.TREES AND SHRUBS SMALL BE KWAM M N THE CONTRACTOR DRAG CDh1MP10N A17 RROUC OUT VIE 90 DAY MAINTENANCE.PERIOD A SPECIFIED• ,V �,{1 n HEREIN. CAmATON,WEEDING,WATEMNG AND THE PREVENTATIVE TREATMENTS SHAUL BE PERFOkMm M NCCESSMY TO KEEP PUNT Idi IN CDCO I it h' .O£ ^, ✓ 1 ATP/O 2" LAYER OF 0N,9FEcaE Cur LDA w ro smL O ME TOTAL MIX. MAP 34 d' W bi(' G� 4•F W n' CONDITION AND FREE OL INSECTS MO 06DSE. t /yy (..�J, L v II) SPECIFIED BARK MULCH 2.UNLESS CRAM xc PROJECT Na.: 44010719.01 LOT 443 �N'G L W J 4' O�'1 G„G `A 'L ADCRJ •f''C� A UNLESS 01MONITRMTED,ME AND OF B CONTRACTOR$NEWEL BE RESPONSIBLE FOR VIE INSTALLATION OF TOPSOIL MO ME ESfAL61MM OF 0,ANS SHALL BE PUD To E THROUGH SWO07K CERPTABLE WEEDING,,FR YOAFTNG,CEDOR AND CHER OPERATIONS SUCH M AOLLNG,IEGARDNC AM ✓N"✓ A ✓ / (J U-'V fN-GtMNG MINNNN THE IDSNRBANCE AAD O ME SITE RERNNIING A$MWRED TO ESTABLISH A WDOIH,ACCEPTABLE UNH,FREE 6 EAWEO OR 849E MEAS DRAWN BY: SJR N/F LANDS OF :• y L.,,✓ /� J,:v off-, ,J A.A (�`^' CHECKED BY: LMDJWR JEROME R. SOUSA, JR. - _ M$ �- ` _ FINISH GRADE B AMIXCAPE CONTRACTOR?SHALL VERITY PAT SUBGRADE FOR NSTALLATON DR TOPSDIL HAS BEEN ESTAR SHED. ME SUBGRADE OF ME HATE MINT MEET 2.L..0 EAB18 DATE: 12/15/09 D.B. 9731, PG. 366 , A'1 \• ME FINISHED MADE 16S THE REWIRED TOPSDL THICKNESS(I'I). A UPON ME COMPLETION M ALL LANDSCAPE!INSTALLATION AND BEFORE THE RNA.ACCEPTANCE THE CONTRACTOR SMALL REMOVE ALL UH1SED w7ERALS, :+ H AN E%nDO AM"M FROM RE SITE, ALL PAM AREAS WE ro BE CLEANED. SCALE: AS NOTED (� ROOTBALL, DO NOT DISTURB C AL LAMA AND PANINI;,AREAS SHALL BE GRADED TO A SWOON,EARN AND UNIFORM PLANE NM NO ABRUPT°LACE D SURFACE M DPICTED MINA CAD I.D.: 44010719.01 ssO MAP 34 f 1' \ M6 SIT Or WNSIAIILIOXI RAMS,ULESS 011ER'MSE DNLICJ B/RE RRO.IEcr EMxETR ql uxD5C1PE ARcxiTECT. B WE SITE 9WL ff CIEAEp INp LEFT x A TEA A0 ACCEPTABLE CONDITION A APPROVED BY ME MMER OR AUTHORIZED REPRESENTATIVE PORTION OF ' ' ( PREPARED SOIL MIX PER SPECS. Wra S WLONGNOTA BE PERNETIED SHALL N PPL NGMIXED OTWSNAHD m ALLOW DRQ RAY a SURFACE WA TR IN AMID ANUD THE FLOWING BEDS SANDING A140 BAwN 5E RE v F RRW�9uLL OYIMENCE AT ME END a Nl LANDSCAPE MSTAUTI N OPERA G6 ME 90 Dm wMUTAWE PERIOD D19Aa LOT 442 TTTT 6" MIN. OF PREPARED SOIL MIX E TORSI TO TME OM F/OPERATOR TWT RE NEWLY INETNLLD UNDSCAYNG HAS BEM MAINTAINED A SPECIFIED ON THE APPROVED LANDSCAPE RAN ONCE RR PROJECT: TILLED INTO EXISTING SOIL TO A M rN 90 DY WA EEMENCE PENDo HAS EXPRE),THE OWHO/OPERATOR MAF EMU THAT BOORS SUBNrt AN ALTERNATE MAMEKANCE BPO FOR A N/F LANDS OF 6" SPACING PER PLANT LIST A CONTRACTOR SIAL PROVIDE A 4'DO MINIMA LAYER O TERI OR A DIRECTED B TK LOCAL ORDINANCE OR CLIENT,IN ALL PLANING A" MON LY MAINTENANCE CONrRKI. 711E ALTERNATE 1ANTERANCE CONPW ELL EAWYPASS NARY WEEK THAT 6 CONSDERED APPROPRIATE To DSIRE THAT E�6 1 •-I DEPTH OF 6" TOPSfIE SODIUM BE SPREAD OVER A PiEPMED SURFACE N A NAORM LAYER ro ACHIEVE ME DESIRED CWIPACIED THICKNESS. PLANT AND ULAN AREA ME NFNTM RD WMCUfEO ro ME APRDVAL OF ME OWMR/OPERAIdI. AMERADA HESS FACILITIES B.ON-SITE TOPER MAY BE USED TO SUPRDIEM THE TOTAL AMOUNT RCCURED. TOPSOIL FROM THE SITE MAY BE REJELIFD IF IT HAS M07 BEEN PRELIMINARY (D BUSINESS TRUST N0. 1998-1 NATIVE SOIL PROPERLY REMOVED,STORED MO PROTECTED THIN 10 CONSTRUCTION. HARBOR WALK D.B. ,7202, PG. 244 SHRUB/GROUNDCOVER DETAIL C.CONTRACTOR WDLL BANISH 70 THE APPriMNC AGENCY M ANALYSIS OF FOR IMPORTED AND ON-SITE TOPSOIL TO BE UNL¢ED N ALL RIAMNG AREAS ME PH AND PAYMENT LEMON MAY NEED M BE ADJUSTED THROUGH SOL MOWGTCNS A NEEDED TO ACHIEVE THE REQUIRED LEVELS M SPECIFIC IN ADDI'T'ION APPROXIMATE LOCATION OF PROPOSED 20' WIDE NOT TO SCALE ME MATERIALS SECTION MME' TEMPORARY CONSTRUCTION ACCESS EASEMENT (AMERADA PLANS HESS TO COORDINATE ACCESS EASEMENT WITH ABUTTING 4" I REINFORCED PROPERTY OWNER PRIOR TO COMMENCEMENT OF NOTES: . • RUBBER HOSE CONSTRUCTION ACTIVITIES) 1. NO SOIL OR MULCH SHALL ' (1/2" DIA. BLACK) FOR BE PLACED AGAINST ROOT COLLAR OF PLANT. DOUBLE #10 GA. HESS 2. REMOVE ALL ROPE FROM GALVANIZED WIRE CORPORATION TRUNK AND TOP OF ROOT GUYS TWISTED BALL. FOLD BURLAP BACK . 2" DIA. HARDWOOD PROPOSED "HESS I 20.D' (TYp) 1/3 FROM ROOT BALL. Ag ' 3. PLANTING DEPTH SHALL BE STAKES 2/3 TREE EXPRESS" FACILITY THE SAME OR HIGHER AS HT. 3 PER TREE GROWN IN NURSERY, 3" SHREDDED (SITE #21334) HARDWOOD BARK MULCH PORTION OF LOT#442, MAP#34 SAUCER RIM 295 DERBY STREET FINISHED GRADE CITY OF SALEM, R BALL / ESSEX COUNTY, Tei TOPSOIL MASSACHUSETTS II- il I- PLANTING MIX 1 PART PEAT MOSS LANDSCAPE SCHEDULE = I 1 PART COW MANURE 3 PARTS TOPSOIL 3 4"-6" TOPSOIL MOUND 1SET BOTANICAL NAME COMMON NAME BENARKS TH O UNDISTURBED SUBGRADE SHADE TREE L L i M 3 DECIDUOUS TREE PLANTING DETAIL OR 1 QUERCUS RUBRA RED OAK 2 1/2-3" CAL B+B E N G I N E S 13 I VI G TOG 1 TIUA CORDATA 'GREENSPIRE' GREENSPIRE LINDEN 2 1/2-3" CAL B+B NOT TO SCALE 3 NOTES: ORNAMENTAL TREE N I 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. CK 3 CORNUS KOLSA KOUSA DOGWOOD 8'-10' B+B 352 TURNPIKE ROAD 2. REMOVE ALL ROPE FROM TRUNK & TOP OF ROOT BALL. FOLD BURLAP BACK SOUTHBOROUGH, MA 01772 0 1/3 FROM TOP OF ROOT BALL. EVERGREEN SHRUB PH:(508)480-9900 A Z 3. PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY. IGC 12 ILEX GLABRA COMPACTA DWARF INKBERRY HOLLY 24-30" /5 CAN FX: (508)480-9080 4. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL PNM 7 PINUS MUGO MUCUS DWARF MUGO PINE 18-24" /3 CAN www.BohlerEnglneedng.com TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT TA THE FOLLOWING TWO SUMMERS. 5. THE BOTTOM OF PLANTING PIT EXCAVATIONS SHOULD BE ROUGH TO AVOID DECIDUOUS SHRUB MATTING OF SOIL LAYERS AS NEW SOIL IS ADDED. IT IS PREFERABLE TO TILL THE BT 5 BERBERS THUNBERGII JAPANESE BARBERRY 30-36" /5 CAN SNP rynTT FIRST LIFT (2 -3 IN.) OF PLANTING SOIL INTO THE SUBSOIL. RR 8 ROSH RUGOSA JAPANESE SHORE ROSE /3 CAN CONTAINER r ALJ HL lY AVOID PURCHASING TREES WITH TWO LEADERS VTC 10 VIBURNUM TRILOBUM 'COMPACTUM' COMPACT AMERICAN CRANBERRYBUSH 24-30" B+B s OR REMOVE ONE AT PLANTING; OTHERWISE, E y DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS. NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN AMOUNTS SHOWN IN THE PLAN AND THE PUNT LIST, THE PUN SHALL DICTATE. FY FESSIOURS E N 85'00'50" E 110.001 DO NOT STAKE OR WRAP TRUNK FOLD BURLAP AWAY FROM TOP OF ROOT BALL M S HLD�1S61J22iVS N 3ddz4 SET ROOT BALL FLUSH TO GRADE OR SEVERAL N HIRE LI 9 8 INCHES HIGHER IN POORLY DRAINING SOILS NOTE( . VER t 7�iti 0 a' TREE • TWICE THE WIDTH 4" BUILT-UP EARTH SAUCER N CONN o.RHODE I E No?7990 OF THE ROOT BALL �. 3" DOUBLE-SHREDDED HARDWOOD GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, APPROVAL AND INSTALLATION OF AN UNDERGROUND IBJ �1 PREPARED SOIL FOR TREES BARK MULCH. DO NOT PLACE MULCH IRRIGATION SPRINKLER SYSTEM AS RECUIRED BY THE CITY OF SALEW. DERBY 1PEAT SHEET TITLE: INLET 1 PARTCOW MANURE IN CONTACT BEFORE EPLANT NG, ADD 3-4- (A.K.A. PARTS TOPSOIL OF WELL-COMPOSTED LEAVES PERMIT DRAWINGS LANDSCAPING (A.K.A. ROUTE 1 A) OR RECYCLED YARD WASTE (F.K.A. WATER STREET) II -III 4 I III=�1. TO BED AND TILL INTO TOP (PUBLIC-VARIABLE WIDTH R.O.W.) UNDISTURBEDIII 6" OF PREPARED SOIL NOT TO BE USED FOR CONSTRUCTION PLAN SUBGRADE 1IT =111 I - - 4-6" DEEPER THAN ROOT BALL DIG WIDE, SHALLOW HOLE - CA WITH TAMPED SIDES =1 „-III -111=III- -III-III-III=III- CUT BANDS OF WIRE -H I I-III - '' BASKET AND FOLD AWAY GRAPHIC SCALE SHEET NUMBER PFT /1 M S?.O m E f1 cffo 7 oL7DgD I�O� TAMP SOLIDLY AROUND FROM TOP OF ROOT BALL 10 0 5 10 20 40 CEL BEAROA�,Ao LJ CLTfU BLU /L\�5�/�/=.\1L/f'UY ��LRJ� �� I TS��V LJ/�l�L //L��SIS (J� BASE OF ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE THE FOLLOWMC STATES REWIRE NOTIFICATION BY IXGVATORS, I I �MD`;/T("/ATI`+/I= L A+J�I"(H M�JO`��`� OM�M EVERGREEN TREE PLANTING DETAIL DESIGNERS. OR AA��PERSON PERERNGIT 6T�TE_RB THE EARTH'S I� a LI\J \JL.r�1L.r L� LF' LJ IJir G.:J G' L1N,J U OF 7 (MA, ME, NH, RI,VT 1-BBS-3u-7217) (CT 1-800-922-"55) REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENTIN FEET (NY 1-BEE-962-7981) ( ) NOT TO SCALE 1 inch = 10 ft. REVISION 0-12/15/09 LL J.f1 7711 ` N SoT /T I1 725 6 8p�123o., V T� \ 6 xI \\ \ \ 8.70 _1.2t VL / LL a '.I 32 \ a o-\ WpiER LEVEL � Jt_IJJ d ` � p a o N a ¢ Itr) O • � N £~> €O \ � a dl 8.90 \ � U $�� \ X793 ^ m / ��I .90 64. t bQamQQ AREA \ x76 O8.70` 8.70 ♦��• I / S6, M 96 x692 a 8 / _ -/ 8.90 - -- � 1 6.34 W 6 39 0 20.0' (TYP) - M 8.94 'V� - -e3 -a � IY fi3 w l4// ° \�� 8.95 B- --- , 0// d 8.90 168' 14 806 gd C n9 765 BWO' BW I 9.75 // 9 ---- ___ gre8 8.95 CONC. - / / 8 , .B% x874 Tw 51 ( z m a �tl 8.6 / 65 08 32 V z Q 8.90 x T �9 x8. gll /0- \ a 8.38 14 8.95 9 L� Rv, �*w p \ .b °' O 1 I - ------- ----9- ---- a N EXISTING RIM=9.09 //� -_--_ x8. 8.90 x 8.90 �Pgpa C0 µ7I[ \ ` (CONTRACTOR SHALL ADJUST RIM 9.94 Z � \ �Nq![ V w IELEVATION AS NECESSARY TO /// _---',- \` `GRAS 9 gp MATCH PROPOSED GRADING / _- \ AREA 898 / / a -_ _ IUW / R \\ I CONDITION) / i \\\ / dtv' DATE: REVISIONS: AREA 9 COMMENT: BY: 10.6 9.71 9.12 -9- _- 899 MEET EXIST. GRADE ------------1p------ 2./• _---- \ 10. / P _10--_ \ MEET EXIST. GRADE --_-- ____ x 9,06 \ 10,33 tp.03 \ I 10. It. \ 9.1e //0.9' 110 bO 068 10j1 4;C741 y C/00 \ o `I m I X0'76 \\ Zo 8,63 _ II ® RW-10.78 00 I 0 \ 1 STORY MAP 34 \ 44SONRY BUILDING I LOT 441I - - \ N/F LANDS OF APPROXIMATE UMIT 0.73 \ GEORGE E. MAGUIRE, I I OF WORK (TYP.) 9g1 _ _ _ I TRUSTEE rOF SOUTH RIVER / STORY REALTY TRUST I I BRICK CO"NIENCE STORE D.B. 71021, PG. 283 I I 'HESS HART" I 26 I �I (TO REMAIN) LAPPROXIMATE LIMIT OF WORK (TYP.) I mll II II I II II I II II II I 11 II I II NOT APPROVED FOR I II II CONSTRUCTION I II MAP 34 It LOT 443 PROJECT No.: W010719.01 II N/F LANDS OF DRAWN BY: SJL I I I JEROME R. SOUSA, JR. CHECKED BY: LMDJWR II D.B. 9731, PG. 366 DATE: 12N5109 II II SCALE: MAP 34 I I CAD I.D.: W010719.01 ss0 I It PORTION OF II LOT 442 PROJECT: I II N/F LANDS OF yi B,CNP- AMERADA HESS FACILITIES PRELIMINARY BUSINESS TRUST NO. 1998-1 I _- D.B. 17202, PG. 244 HARBOR WALK I APPROXIMATE LOCATION OF PROPOSED 20' WIDE ADDITION TEMPORARY CONSTRUCTION ACCESS EASEMENT (AMERADA PLANS HESS TO COORDINATE ACCESS EASEMENT WITH ABUTTING I PROPERTY OWNER PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES) FOR I HESS -�__z0_0, �TYP) CORPORATION I PROPOSED "HESS EXPRESS" FACILITY (SITE #21334) I PORTION OF LOT#442, MAP#34 295 DERBY STREET I CITY OF SALEM, ESSEX COUNTY, I MASSACHUSETTS I I 3 vo 3 ` LzaG I v to 0 I o 352 TURNPIKE ROAD 0 SOUTHBOROUGH, MA 01772 Z PH:(508)480-9900 I FX: (508)480-9080 www.BohlerEnglneering.com I i S,P. F SEY y EPHE N 85'00'50" E 110.00' ESSI EN I EE MA C SN05 3fL4l�9E O J36 NEW E LIC ..93 PARKING METER MAIN 19IDE 4' TREE • VERMO CONNECT 23862 �1 J STREET�1 �Tl RHODE ISLA C2P1 No. 7990 INIET D IN � � Y OTR III IIi fII SHEET TITLE: 1111VVVV 1LJ ��LLLI�b� lll_�� A(A.K.A.. RROJJJULLLTEl1111A�)LJJLJ �L PERMIT DRAWINGS (F.K.A. WATER STREET) GRADING PLAN (PUBLIC-VARIABLE WIDTH R.o.w.) NOT TO BE USED FOR CONSTRUCTION GRAPHIC SCALE SHEET NUMBER: 04 a° 10 0 5 10 20 g C�'C[BEF00.0.�0 OF 7 THE En.FOLLOWING suresNPRREWIRE INK TO TION Br ERCAwTORS, CESR2TER5. OR HX PERSON PREPARING TO THE EARTH'S SURfAtE ufrwHERE IN THE STATE.TATE, FEET (MA, IN ME, NNr H, RI, 1-888-3N-7233) (cr � NY 1-800-982-)982 REVISION 0 - 12115/09 1-800-922-N% 1 inch = 10 ft. LL W y >WaN� e p W��wS 80, ® � r L4 Iii m H r 12' n lJ v - ..... PROPOSED DECORATIVE LIGHT ``�_. W b a z m r m 3 LL POLE (TYP. 3 PUCES- REFER _ LL o � I TO DEAIL) VER LL a d � W z W I U 99 N n gg 14 ° �" PROPOSED "BIG BELLY' a uIo� g I_ W ° Q ° -'�- _ �. - TRASH RECEPTACLE PROPOSED RAILING O ♦ a z I ? E_ O 72 J (TYP- REFER TO DETAIL) w a a rc u 6 a _ I n 96 PROPOSED 10' WIDE n n _ 56� CONCRETE HARBOR WALK a 5F 3 ° 'Al ° .,,_ (TYP- REFER TO DETAIL) g PROPOSED 8 ^� 10.0' (TYP LANDSCAPE 5.0' 60' G AREA a - Hj 7 wF � v I V4APPe�g ROXIMATE LIMIT 201 gr OF WORK (TYP.) PROPOSED BENCH ON 1T X HH 25'R 2.5' CONCRETE PAD (TYP. 2 z PROPOSED INTERPRETIVE PLACES-REFER TO DETAIL) sa /0- EXISTING DRAIN MANHOLE SIGN PANEL ON 4' X 2' 6 I (TO REMAIN) CONCRETE PAD (TYP. 2 ° - PLACES-REFER TO DETAIL) PROPOSED ANCA ON IPROPOSED 5' WIDE 8' X 2.5' CONCRETE a CONCRETE SIDEWALK (TYP) PAD (TYP 2 4 AREA -� ��>�\ � REVISIONS PLACES-SEE DUAL : I ( � PROPOSED REV: DATE: COMMENT: 8Y: LANDSCAPE I 20'R AREA 15'R \\\ MATCH EXISTING CONCRETE ANT MANHOLE 1 ' T REMAIN) T T/7T 77- 'T 7-1/7 LTi I SIDEWALK (TO ) 7 i'�- ° .O9 C/O7 x 7777 Old c \\ �" IMAP 34 EXISTING CONCRETE SIDEWALK (TO LOT 441 REMAIN-TYP) i IN/F LANDS OF GEORGE E. MAGUIRE, ' 7APMXIMATE TRUSTEE OF SOUTH RIVER I STORYREALTY TRUST BRICK CONVENIENCE STORE D.B. 70,21, PG. 283 "NESS MART" !1 LIMIT - '! (TO REMAIN) !� OF WORK (TYP.) I � EXISTING SHED (TO REMAIN) I ! I I NOT APPROVED FOR CONSTRUCTION I MAP 34 LOT 443 PROJECT No.: WO10719.01 I N/F LANDS OF DRAWN BY: SJL JEROME R. SOUSA, JR. CHECKED BY: LMDJWR D.B. 9731, PG. 366 DATE: 12/15/09 SCALE: AS NOTED CAD I.D.: W010719.01ssO MAP 34 I PORTION OF LOT 442 PROJECT: N/F LANDS OF AMERADA HESS FACILITIES BUSINESS TRUST NO. 1998-1 PRELIMINARY ID.B. 17202, PG. 244 HARBOR WALK APPROXIMATE LOCATION OF PROPOSED 20' WIDE ADDITION I TEMPORARY CONSTRUCTION ACCESS EASEMENT (AMERADA HESS TO COORDINATE ACCESS EASEMENT WITH ABUTTING PLANS I PROPERTY OWNER PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES) FOR I HESS CORPORAzo.o PROPOSEDE"HESS I EXPRESS" FACILITY (SITE #21334) PORTION OF LOT#442, MAP#34 295 DERBY STREET CITY OF SALEM, I EXISTING DEVELOPED I PORTION OF PROPERTY ESSEX COUNTY, TO REMAIN UNCHANGED MASSACHUSETTS I EXISTING CONCRETE SIDEWALK \\\ �(TO REMAIN-TYP) I 3 BOHLER C3 3 E M G IL N IE IE ]R II ?N G I IM 11 0 I v � p 352 TURNPIKE ROAD I APPROXIMATE LOCATION SOUTHBOROUGH, MA 01772 OF EXISTING CONCRETE Z PH: (508)480-9900 I SIDEWALK FX: (508)480-9080 www.BohlerEnglneedng.com EXISTING LIGHT I (TO REMAIN) C _ �DOUBLEIFACELOCATION HARBORWALKSIGNSED S.OHENP URSEY (SEE ATTACHED DETAIL) _ 272.87' ,t N 85'00'50" E 1110.00' 0 EE S ACHU WLLICEN 3 4 PARKING w A FPRfdell$E E 9 8 METER - _ EN No YY I 4' TREE . _. .._.1_.. C � �3862 RHO B No. 7990 INLET � JL__� � B A STREET SHEET TITLE: (A.K.A. ROUTE 1A) GENERAL (F.K.A. WATER STREET) ARRANGEMENT (PUBLIC—VARIABLE WIDTH R.O.W.) PLAN `Q GRAPHIC SCALE SHEET NUMBER: °A ° 20 .O C'<<BSFORE�O PERMIT DRAWINGS I I z- THE RS, ORFOLLOWING STATES REQUIRE RING TO R ERCAVAlORS. NOT TO BE USED FOR CONSTRUCTION OF 7 DESIGNERS. OR SANNUR PERSON PREPARING E TAM. B THE EARM'S SURFACE ,wI, W IN THE STATE. (MA, NE. T RI, VT I-ase-5a-Tzsa) 1 inch = 10 ft. REVISION 0 - 12/15/09 (CT 1-800-962-7962) 1 (NY 1-800-982-1982) 1111AN 1 HEll I 2 RE-BAR, STEEL PICKETS OR 2"X2" INSTALLATION w ` T STAKES 1 1/2' TO 2' IN GROUND, `> I N 8Q"T? ® �J �l DRIVE STAKES FLUSH WITH BALES 1. EXCAVATE A 6"x 6" TRENCH ALONG THE LINE OF 4. LAY THE TOE-IN FLAP OF THE FABRIC ONTO o >0 0 1 3Q° APPROX. LOCATION OF LMIT OF ll 1 THE UNDISTURBED BOTTOM OF THE TRENCH, P4s i z' \\ ( w WORK (TYP.) EROSION CONTROL OF THE SITE. o-o-r� I 2. UNROLL SILTATION FENCE AND POSITION THE BACKFILL THE TRENCH AND TAMP THE SOIL. L ui ui w 5'w 5 �� POSTS AGAINST THE BACK (DOWNSTREAM) WALL TOE-IN CAN ALSO BE ACCOMPLISHED BY 0 a o mr n30 I \ \ ANGLE FIRST STAKE TOWARD LAYING FABRIC FLAP ON UNDISTURBED GROUND b a z v \ OF THE TRENCH (NET SIDE AWAY FROM FLOW DIRECTION). 0 z w ***** a \ \ \ PREVIOUSLY LAID BALE' ws A" . I �` 3. DRIVE THE POST INTO THE GROUND UNTIL THE AND PILING & TAMP- ING FILL AT THE BASE. w a :6 `� 3' WIDE BLOCK WALL (TO a- NETTING IS LAYING ACROSS THE TRENCH BOTTOM. li a ? \\�� ``� REMAIN-TYPFLOW ' s 0 \ ` ) MEN.PORARY STORAGEERIMENT TRAP EOU RED BASED60 CF ON FL "' "'""µ ;`1 's pq ¢ a M � w a U H I �" x 1-}" POST O - � €O ..A, S' s WOOD OR PLASTIC SLAT STAPLED4 O ♦ m x''> A GRASS `� 4,577 SO AREA OF DISTURBANCE) iy, s `s Is THROUGH FABRIC TO POST x i $O,a ASA "� `� BOUND BALES PLACED h�yl]IJ"N, �y + s� ir'z z 1 ON CONTOUR +r m FABRIC o o$w `s POST o-� ♦��♦ 96.$6, -_ \ FILTER FABRIC b DETAIL OF POST ATTACHMENT It 20.0' (Typ) \ \ - ' - - _ __ `\ ` SLAT POST (PRE-ASSEMBLED PRIOR TO INSTALLATION) DRAINAGE AREA NO MORE THAN 1/4 AC. PER 100 FEET OF STRAW BALE DIKE FOR SLAT POST ° €" -7-_ SLOPES LESS THAN 25% FILTERSILT FENCE w (3' WIDE) FABRIC p NOTES: BACKFILL FABRIC v PROPOSED SILTATION BARRIER / 1. BALES SHALL BE PLACED AT THE TOP OF A SLOPE OR ON THE CONTOUR 4- wh _ 1 (HAYBAIES & SILT FENCE) COMC. AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES BACKFILL O y� gg I ' PROPOSED SILTATION BARRIER AREA OF DISTURBANCE= / - - ------_ / / \ 2. EACH BALE SHALL BE PLACED SO THE BINDINGS ARE HORIZONTAL. z J FLOW -8- _-- (HAYBALES & SILT FENCE) 4,577 SF (0.11 ACRES) \ / \ x t"a ,y 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES Y 6 w �� -- - - ----------9-- ---_ OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE v �P ' " O ---- _ SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO a x �£XSITNG GRASS -- - - - - dZ a. 0 2 // / / --9�\\ FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE NATIVE SO AREA (TBR) ILop I a X ' Jv BALE. / A - - ♦ \\ _ h DIRECTION OF RUN-OFF TO TEMPORARY TOPSOIL STOCKPILE ARE7 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE TOE-IN METHODS PROPOSED SEDIMENT TRAP SURROUNDED BY HAYBALES �, 1 \\ PROMPTLY AS NEEDED. Zo- BACKFILL (ttP.) �� . 1 PERSPECTIVE OF FENCE REVISIONS 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS REV: GATE: COMMENT: BY SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. �I - --10 ♦♦ if 1?./,/ -77 10-- - - - - - - --- , ♦�-- ---� `- TYP. SILTATION FENCE DETAIL ( C/00 \\ STRAW BALE DETAIL NOT TO SCALE 10.9' GM V N-6770 SCALE o/ I06 (STING CONCRETE SIDEWALK (TO V\ ' t\ � I STORY MAP 34 \ APPROXIMATE LIMIT MASONRY Bll LOT 441 REMAIN-TYP) OF WORK (TYP.) , `v IN/F LANDS OF APPROXIMATE UNIT OF \ GEORGE E, MAGUIRE, WORK (M.) 1 STORY - _ I TRUSTEE OF SOUTH RIVER 15. _3 -- 1:3 MAXIMUM SLOPE - - REALTY TRUST BRICK CONPfi✓IfNCE STORE 2"-3" CRUSHED STONE D.B. 7021, PG. 283 'HESS MART- OVERFLOW WEIR I (TO REMAIN) 3 I �EXISTING SHED I (TO REMAIN) .. . � . TEMPORARY SETTLING BASIN BASIN Iz SEE EROSION PLAN (THIS ON SHEET) FOR DESIGNED CONSTRUCT HAYBALES AROUND PERIMETER OF STOCKPILE NQ LOCATION AND GRADING. (REFER TO SEDIMENT AND EROSION CONTROL PLAN, FOR LOCATION INFORMATION) I TEMPORARY STOCKPILE DETAIL I NOT APPROVED FOR MAP 34 2 (MAX.) 2"-3" CLEAN STONE NOT TO SCALE CONSTRUCTION LOT 443 1 N/F LANDS OF 2MAX N JEROME R. SOUSA, JR. TEMPORARY 1�I z PROJECT No.: WO10719.01 D.B. 9731, PG. 366 ETTLING BASIN N� DRAWN BY: SJL -- --------.__ -- --... ._----. - __ .-__...----- ---- CHECKED BY: LMDJWR MAP 34 SECTION - DATE: 12/15/09 _ PORTION OF SCALE: AS NOTED ILOT 442NOTES: CAD I.D.: W010719A1ssO I N/F LANDS OF 1. PROVIDE TEMPORARY SETTLING BASIN ON DOWN GRADIENT SIDE (OR BOTH SIDES) AS REQUIRED. O AMERADA HESS FACILITIES SEE CHART 1 PUBLIC PROJECT: BUSINESS TRUST NO. 1998-1 2. FLUSH SURFACE STONE TOWARD TEMPORARY SETTLING BASIN WITH HIGH VOLUME WATER FLOW AS NEEDED D.B. 17202, PG. 244 TO MAINTAIN CLEAN SURFACE STONE. R.O.W. EXISTING 3. TEMPORARY SETTLING BASIN SHALL BE LOCATED OUTSIDE OF THE RIGHT-OF-WAY AND AT A MINIMUM GROUND PRELIMINARY I APPROXIMATE LOCATION OF PROPOSED 20' WIDE SETBACK DISTANCE AS REQUIRED PER LOCAL JURISDICTION. HARBOR WALK TEMPORARY CONSTRUCTION ACCESS EASEMENT (AMERADA CMD � z HESS TO COORDINATE ACCESS EASEMENT WITH ABUTTING 4. REFER TO MAINTENANCE AND CONSTRUCTION SPECIFICATIONS, PAGES 7-217 AND 7-218 OF THE 5 ADDITION I PROPERTY OWNER PRIOR TO COMMENCEMENT OF STORMWATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL HANDBOOK FOR URBAN AND DEVELOPING PLANS CONSTRUCTION ACTIVITIES) AREAS IN NEW HAMPSHIRE. ��X j� � � j IMAINTENANCE: \\ FOR 1. SEDIMENT SHALL BE REMOVED AND THE TRAP SHALL BE RESTORED TO ITS ORIGINAL CAPACITY WHEN 2-}" CLEAN STONE PROVIDE APPROPRIATE HESS THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN VOLUME. SEDIMENT REMOVED SHALL BE DIISPOSED TRANSITION BETWEEN 20.0' (TYp) OF SO THAT IT DOES NOT CAUSE A SEDIMENT PROBLEM AT ANOTHER LOCATION. STABILIZED CONSTRUCTION CORPORATION I 2. THE STRUCTURE SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR STORM TO INSUJRE PROFIL ENTRANCE AND PUBLIC R.O.W. THAT IT IS WORKING PROPERLY AND IS NOT DAMAGED. DAMAGE TO THE STRUCTURE SHOULD BE SEE CHART 1 PROPOSED "HESS REPAIRED IMMEDIATELY, 3. GEOTEXTILE FABRIC OR STONE USED AROUND THE RISER SHOULD BE CHECKED PERIODICALLY AND EXPRESS" FACILITY REPLACEI 4. WHEN WHEN THE HE DRAINAGEENINGS IN AREA FLOWIINGFINBTOCOR THE THE BASINSHONE AS BEENEFULLYYMSTABI�ZED THE SEDIMENT (SITE #21334) I TRAP SHOULD BE REMOVED AND THE AREA VEGETATED USING APPROPRIATE MEASURES WITHIN 72 HOURS 25'R PORTION OF LOT#442, MAP#34 OF THE REMOVAL OF THE BASIN. - - -- -- -- 295 DERBY STREET I EXISTING DEVELOPED CONSTRUCTION SPECIFICATIONS: CITY OF SALEM, PORTION OF SITE TO REMAIN 1. THE AREA UNDER THE EMBANKMENT SHALL BE CLEARED, GRUBBED AND STRIPPED OF ALL VEGETATION, PUBLIC ESSEX COUNTY, I UNCHANGED \\\ ROOTS AND DEBRIS. MASSACHUSETTS APPLICANT (AMERADA HESS CORPORATION) SHALL BE 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS, WOODY VEGETATION, OVERSIZED RIGHT STONES, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIALS, THE FILL SHALL BE COMPACRED BY OF 3 RESPONSIBLE FOR IMPLEMENTATION/USE OF STABILIZED STONES, WAY X. CONSTRUCTION ENTRANCE/EXIT THROUGHOUT DURATION ROUTING CONSTRUCTION EQUIPMENT OVER THE FILL SO THAT THE ENTIRE AREA OF THE FILL IS GROUND O OF CONSTRUCTION ACTIVITIES. TRANSVERSED BY AT LEAST ONE WHEEL OR THREAD TRACK OF THE EQUIPMENT. 3. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND 'WATER I POLLUTION ARE MINIMIZED. 4. ALL CUT AND FILL SLOPES SHALL BE 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. __ __ _ IEgT G p N g; IE KING V LO 5. OUTLET CREST ELEVATIONS SHALL BE AT LEAST ONE FOOT BELOW THE TOP OF THE EMBANKMENT, ,W 6. ALL DISTURBED AREAS SHALL BE VEGETATED USING THE APPROPRIATE VEGETATIVE BEST MANAGEMENT V) PRACTICE. 25'R O o PLAN VIEW Z TEMPORARY SETTLING BASIN 352 TURNPIKE ROAD SOUTHBOROUGH, MA 01772 NOT TO SCALE PH:(508)480.99DO FX: (508)480-9080 PERCENT SLOPE OF ROADWAY LENGTH OF STONE REQUIRED w .BohlerEnglneeing.c COARSE GRAINED SOILS FINE GRAINED SOILS OTO 2% 50 FT 100 FT 2% TO 5% 100 FT 20OFT S.P. URSEY >5% ENTIRE ENTRANCE STABILIZED WITH FABC BASE COURSE (1) HOFMA N 85'00'50" E 110.00' (1) AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. PARKING HART 1 %RH 1Q619AY E R METER TILLICEN BA 424 ,., TREE STABILIZED CONSTRUCTION ENTRANCELad 8Fiij�E o DB �1 �l E'fSo 23862 INLET DIIS-{ � B Y \ T ILK E N No. 7990 (A.K.A. ROUSE 1A)STREET �O�4�p�40G3 40 pf�04C�C�4 La�� DaC�C�4� SHEET TITLE: (F.K.A. WATER STREET) SOIL EROSION, (PUBLIC-VARIABLE WIDTH R.O.W.) 4�Q4 D]p� C3[ DD[3J[ D4 4O ��[�4Q4��[�] SEDIMENT CONTROL AND DEMOLITION PLAN 4a0� pC�La[ti] 0� 40 C3C M40d��CD GRAPHIC SCALE SHEET NUMBER: Op Cq"E BEFOELE�O� roa D��o�o�ooa9 �ooa �ao�ooa PERMIT DRAWINGS 'D D 5 'D 20 _ 4� �/�y l�—vI MII�gIMI��r �//-v\ M�I��I m OF 7 THE FOLLOWING STATES REQUIRE NOMWION BY EnAVATORS, ill DUI L A II K 1 l_l@I A M L �V�I JO�1��1 O�� \ I DESIGNERS. OR INT PERSON RRERE IN TO TATE. THE EARTH'S ��JJLL�� LIVLJLLLJJJ LLLJJJ \J LJ LI LLJJ LLL--III ��.11 LLLJJJ ��JJJ ��// ll NOT TO BE USED FOR CONSTRUCTION SURFACE ANYWHERE IN THE STATE. (MA, NE. NN, RI, Vr I-888-314-]233) IN FEET (CT 1-800-922-"M) 1 inch = 10 ft. REVISION 0 - 12/15109 (NY 1-800-982-]982) _ - - - - - __L _ _____ --__ - _ --- ----- - J- - - -- _ - -- DEMOLITION NOTES GENERAL SITE NOTES GRADING & UTILITY NOTES EROSION & SEDIMENT CONTROL NOTES I rw J Q P RV N. 1. THIS PLAN REFERENCES A SURVEY PREPARED BY: 1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL I. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SET FORTH IN THE 'EROSION AND SEDIMENT CONTROL HANDBOOK' >0 I. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SAFETY OR SUE SO CONTROL POINT ASSOCIATES UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY PUBLISHED BY THE U.S.DA SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT, 1972, AS AMENDED. f i�o c E 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS FEDERAL, 35 TECHNOLOGY DRIVE SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER WARREN, NJ OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL 2. THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED CONDITION FOR A MINIMUM TIME. 9 z U w 3-'x 5 ENGINEERING IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTMTY. qq¢ DATED: 12/03/09, SCALED i"=20' COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE AREAS SHALL BE PERMANENTLY STABILIZED WITHIN 15 DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL t� UL z m-N 3 u 3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/T0: POINTS (CROSSINGS) WITH EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO DISTURBANCE OF THE SOIL, IF THE DISTURBANCE IS WITHIN 100 FEET OF A STREAM OR POND, THE AREA SHALL BE STABILIZED WITHIN 1 2. SPECIFIC RESOURCES, TECHNICAL REPORTS, DESICN DOCUMENTS, ET. AL. RELATED TO THIS PROJECT INCLUDE COMMENCEMENT OF CONSTRUCTION. O W ♦•♦•• @V A. ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. (BUT MAY NOT BE LIMITED TO) THE FOLLOWING: DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD INCLUDE WETLANDS). F- z v a 11 B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. -SURVEY: 'PARTIAL TOPOGRAPHIC SURVEY" PREPARED BY CONTROL POINT ASSOCIATES, INC., DATED 3. SEDIMENT BARRIERS (SILT FENCE, HAY BARRIERS,. ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THE CONiR18UTING o o da 2. ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, DRAINAGE AREA ABOVE THEM. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15% AFTER [� a o s a� II C. ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO CAS, WATER, ELECTRIC, SAMJITARY AND STORM SEWER, 12/03/09. CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE SHALL BE VERTICALLY AND HORIZONTALLY LOCATED. THE TELEPHONE CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OCTOBER IST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 87.. p ♦ o �N$6> CONTRACTOR IS RESPONSIBLE FOR OBTAINING THESE DOCUMENTS AND FAMILIARIZING THEMSELF WITH SAME m z COMPLY WITH THE REQUIREMENTS Of THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND FOR APPLICATION BOTH PRIOR TO AND DURING CONSTRUCTION: THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES DURING 4. INSTALL SILT FENCE AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILT FENCE DETAIL FOR PROPER INSTALLATION. SILT FENCE = , Y�� (s, UTILITIES. CONSTRUCTION AT NO COST TO THE OWNER. WILL REMAIN IN PLACE PER NOTE j5. 1•� m9a t�. a D. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION 3. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE REFERENCED SURVEYOR'S BENCHMARK AND MUST BE z ♦ ��• 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUNDBREAH. 5. ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 1 DAYS AND IMMEDIATELY fOLLOWINC ANY ACTIVITIES. PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE SIGNIFICANT RAINFALL OR SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSURE. SEDIMENT F=7 _ E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION 4. APPLICANT: DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONIBILITY TO NOTIFY THE DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE HALF ` REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN HESS CORPORATION PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR0 NOTIFY THE THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS 0 � I p NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH 1 HESS PLAZA PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF UPSLOPE ARE STABILIZED BY TURF. pa ` 11 JURISDICTION AND UTILITY COMPANY REQUIREMENTS. WOODBRIDGE, NJ WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. w `dc d TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING F. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED 5. PARCEL DATA: LOT IS SHOWN AS LOTS 1442, MAP 134, THE CITY OF SALEM ASSESSOR'S MAP. 6. NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2a). a U wl TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 4. DEFINE AND LOCATE VERTICALLY AND HORIZONTALLY ALL ACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE 7, IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE TEMPORARY MULCH C9 W h �l HANDICAP PARKING SPACES SHALL BE CONSTRUCTED TO MEET ADA REQUIREMENTSCONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING DORMANT SEEDING MAY BE ATTEMPTED AS WELLT 0 Z 6. ALL HD . ;) G. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR SITE ACTIVITY. ( C7 T;O V (� e STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND 7, PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL PERIOD. ( y, a 11 FEDERAL ENVIRONMENTAL REGULATIONS. ANT'/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY 5. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS �y F d REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN 8. TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS PRIOR TO THE FIRST ,- a y>a w11 I LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS, ALL ENVIRONMENTAL WORK UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY _ RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR KILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS. � 7 INCLUDING HAZARDOUS MATERIALS, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED MATERIAL HEREIN IS THE SOLE ALL OF THE PERMITTING AUTHORITIES. SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND 6 C h w £ m 6 RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 04 9. WRING THE CONSTRUCTION PHASE, INTERCEPTEDI SEDIMENT WILL BE RETURNED TO THE SITE AND REGRADED ONTO OPEN AREAS, "i,,, U a Z zq 12 4. THE FIRM OR ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED B. THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ALL CERTIFICATIONS, ' .4 a' C d INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER S. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING 10. REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL DISTURBED AREAS NOT a �' .Q # WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONSTRUCTION FOR SIGN-OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TO UTILITY CONNECTION LOCATIONS, GREASE TRAP REOUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY OTHERWISE STABIUZED WILL BE GRADED, SMOOTHED, AND PREPARED FOR FINAL SEEDING AS FOLLOWS: �; E CONTRACTOR SAFETY. PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH REPRESENTATIVES SERVICE SIZES ARE i0 BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF U w 5. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF THE APPROPRIATE PARTIES. UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE 10.1, FOUR INCHES OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A UNIFORM SURFACE. OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTIUTY TIE-INS/CONNECTIONS PRIOR TO RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OFHIS ACTIVITIES. ALL REPAIRS SHALL 9. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE CONNECTING TO THE EXISTING UTILITY SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PIANS, ENGINEER IS TO DE NOTIFIED 102• APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR REVISIONS: USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE REM TO THE PRE-DEMOLITION CONDITION.. REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. PRIOR TO CONSTRUCTION TO RESOLVE SAME. WHERE TIMING IS CRITICAL, FERTILIZER MAY' BE APPLIED AT THE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SF USING 10-20-20 OR EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT A RATE OF 3 REV: DATE: COMMENT: BY: 6, IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF 10. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED TONS PER ACRE (138 L . , B PER1,000 SF) ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY 7. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS SHALL BE SPECIFIED BY THE LOCAL UTILITY COMPANY. • OW'NER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE 10.3. FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A MIXTURE OF 477. CREEPING RED FESCUE, SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. A COMPLETE WORKING SERVICE. 5% REDTOP, AND 48% TALL FESCUE. THE (LAWN AREAS WILL BE SEEDED TO A PREMIUM TURF MIXTURE OF 44% KENTUCKY 7. EXPLOSIVES SHALL NOT BE USED WITHOUT WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. BLUE-CRASS, 44% CREEPING RED FESCUE, AND 12% PERENNIAL RYEGRASS: SEEDING RATE IS 1.03 LBS PER 1,000 SF LAWN QUALITY • ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL 11. PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. B. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE N, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW SOD MAY BE SUBSTITUTED FOR SEED. GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL UTILITIES/SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND INSPECTION AND SEISMIC V19RARON TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 12. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING AT THE TIME OF PLAN STANDARDS. 10.4. HAY MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF. A HYDRO-APPUCATION OF WOOD OR PAPER FIBER SHALL BE APPLIED . PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING IF FOLLOWING SEEDING. A SUITABLE BINDER SUCH AS CURASOL OR RMB PLUS WILL BE USED ON HAY MULCH FOR WIND CONTROL 8. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE g SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET UNIFORM TRAFFIC CONTROL', AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT INHIBITED BY ANY OTHER SITE FEATURES. FORTH M THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING 11. ALL TEMPORARY EROSION CONTROL MEASURES SMALL BE REMOVED ONCE THE SITE IS STABILIZED. ROADWAYS OR ROADWAY RIGHTS-OF-WAY. AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED MATERIAL 13. ALL DIMENSIONS SHOWN ON THE PIANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR i0 12. WETLANDS WILL BE PROTECTED W/HAYBALES AND/OR SILT FENCE INSTALLED AT THE EDGE OF THE WETLAND OR THE BOUNDARY OF 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, CONSTRUCTION. CONTRACTOR SWILL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO SHALL BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL BE WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FRON THE APPROPRIATE GOVERNMENTAL PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR SUBMITTED IN COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WETLAND DISTURBANCE. AUTHORITY. WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO 13. ALL AREAS WTHIN 100 FEET OF A FLAGGED WEIHAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NOT MORE THAN 7 DAYS. . 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY UNE WITHOUT WRITTEN PERMISSION OF SUCH NOTIFICATION HAS NOT BEEN GIVEN. BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECS. AND THE RECOMMENDATIONS SET FORTH IN • THE GEOTECHNICAL REPORT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER 14. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETrAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION CONTROL MEASURES PRIOR TO THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 14. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEDED UNSUITABLE BY OWNER OR OWNER'S REPRESENTATIVE, SUBBASE IS TO BE EACH STORM IF NOT BEING ACTIVELY WORKED, 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE MULCH CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL i5. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND 10. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE RECOMMENDATIONS ADJACENT AREAS TO THEIR "PRE-DEMOLITION' CONDITION. DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED NTH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS, LOCATION MULCH RATE (IWC SF) FEDERAL LAWS AND APPLICABLE CODES, PROTECT AREA STRAW OR HAY 100 POUNDS 12. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT 11. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER . THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 16. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING WINDY AREA SHREDDED OR CHOPPED CORNSTALKS 185-275 POUNDS • 13. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY OF THE 'MEANS AND METHODS' REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER STRAW OR HAY (ANCHORED)' 100 POUNDS TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND CONTINGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE. ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES I • MODERATE i0 HIGH JUTE MESH OR EXCELSIOR MAT AS REQUIRED JURISDICTIONAL REQUIREMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND DITHER SAFETY PRECAUTIONS NECESSARY 17. CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO VELOCITY AREAS OR TO PROVIDE A SAFE WORK SITE. PAVEMENT, STRUCTURES, ETC. TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE 12. PAVEMENIT SHALL BE SAW CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL STEEP SLOPES . 4. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND OPERATIONS SHALL BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. GREATER THAN 3:1 • ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. THE CONTRACTOR IS RESPONSIBLE FOR PAVEMENT TO REMAIN, AND TO PROVIDE A SAFE WORK AREA. OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 13. THE TOP'S OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO GREATER THAN 3:1 (REFER i0 CEDTECHNICAL REPORT FOR FINAL DESIGN REQUIREMENT) 18. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO PN1' EXISTING ITEM DURING MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. � ( - I - F - � 15. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING CONSTRUCTION SUCH AS BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. THE ' A HYDRO-APPLICATION OF WOOD, OR PAPER FIBER MAY BE APPUED FOLLOWING SEEDING. A SUITABLE BINDER SUCH AS CURASOL OR RMB , WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE. STRUCTURES, UTILITIES, ETC., CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, CONDUITS, 14. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS I PLUS SHALL BE USED ON HAY MULCH FOR WIND CONITROL. AUTHORITIES, OF ALL STRUCTURES, PADS SUCH THAT THE IMPROVEMENTS SHOWN THE REMAINING PUNS CAN BE CONSTRUCTED. ALL FACILITIES CTRTO REMOVED SHALL BE AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION, REPAIR SHALL BE EQUAL PRIOR T(0 COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE .75% MIN. SLOPE AGAINST ALL ISLANDS GUTTERS, I NOT APPROVED FOR TO OR BETTER THAN EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE TO DOCUMENT All EXISTING CURBS; 1.0% ON ALL CONCRETE SURFACES, AND 1.5% MIN. ON ASPHALT, TO PREVENT PONDING. ANY DISCREPANCIES THAT MAY MULCH ANCHORING CONSTRUCTION UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. DAMAGE AND NOTIFY CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION START. AFFECT TTHE PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH ANCHOR MULCH NTH PEG AND TWINE (1 SO. YD/BLOCK); MULCH NETTING (AS PER MANUFACTURER); WOOD CELLULOSE FIBER (750 LBS/ACRE); 16. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOWAL AND/OR RELOCATION OF UTILITIES. CONSTRUCTION WITHOUT NOTIFICATION IS DONE SO AT THE CONTRACTOR'S OWN RISK. CHEMICAL TACK (AS PER MANUFACTURER'S SPECIFICATIONS); USE OF A SERRATED STRAIGHT DISK. WETTING FOR SMALL AREAS AND ROAD THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE 15. ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED IN DITCHES MAY BE PERMITTED. UTILITY COMPANYS FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS. DETAILS AND/OR GEOTECHNICAL REPORT. 15. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. i PROJECT : W010719.01 ' IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 20. ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS/MEANS FOR COMPLETION OF THE WORK FIELD ADJUST TO CREATE A MINIMUM OF .75% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CURBING CUT DROWN BY: SJR UTILITIES SHOWN ON THIS PUN HAVE BEEN DETERMINED fROMI THE BEST INFORMATION AVAILABLE AND DEPICTED ON THESE PLANS NOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. SHEETS PRIOR TO INSTALLATION. CHECKED BY: LMDJWR ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR MNTRACTOR IS RESPONSIBLE FOR DETERMINING METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO DATE: 12115109 11. THE LOCATIONS OF ALL EXISTING 16. REFER TO SITE PUN FOR ADDITIONAL NOTES. SCALE: AS NOTED ` TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF CUTHF COMM:NCEMENT OF CONSTRUCTION AND NOTIFICATION Of OWNER AND ENGINEER OF RECORD WHEN A EROSION CONTROL NOTES DURING CONSTRUCTION CAD LD.: W010719.O1ss0 PIFL ICT IS IDENTIFIED. • EXISTING UTILITIES. 11. IN CASE OF DISCREPANCIES BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PUN WILL TAKE PRECEDENCE. IMMEDIATELY 18. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY THAT 21. LUNEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAS HE BEEN RETAINED FOR SUCH NOTIFY TFHE ENGINEER IN WRITING OF ANY CONFLICTS. MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE PURPOSES. 1. WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15. , PROJECT: 18. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPFOVALS FOR ALL OFF-SITE MATERW SOURCES NOTICE TALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE 2Y, ALI CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S UABIUTY AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING 2. WINTER EXCAVATION AND EARTHWORK SHALL BE !DONE SUCH THAT NO MORE THAN 1 ACRE OF THE SITE IS WITHOUT STABILIZATION AT ANY PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PUCE SHALL BE GROUTED IF UNDER BUILDING. INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL WORK. ONE TIME PRELIMINARY 19. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING AND ITS COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION SUBCONSULTANTS AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO 3. EXPOSED AREA SHOULD BE UNITED i0 THAT CAN BE MULCHED IN ONE DAY PRIOR TO ANY SNOW EVENT. HARBOR WALK I NTH THE UTILITY COMPANY IS NECESSARY i0 PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS, ALL 4. CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BEING ADDITION ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE 2 ABOVE. PLANS 20. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. TO THE BEST PRACTICES AND ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT APPROVED BY HESS CONSTRUCTION MANAGER. PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS BOHLER ENGINEERING AND ITS SUBCONSULTANTS FROM 5. AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHED NTH STRAW OR HAY AND AGAINST ANY DAMAGES, LLABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE AT A RATE OF 100 LB. PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED AND ADEQUATELY FOR 21, DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY ANCHORED BY AN APPROVED ANCHORING TECHNIIQUE. 22. DISCONNECT, SHUT OFF AND CUT AND CAP AT THE MAIN ALL UTILITIES SERVING THE STRUCTURE(S) TO BE DEMOLISHED BEFORE EMPLOYEES OF THE CONTRACTORS. HESS I THE COMMENCEMENT OF THE DESIGNATED DEMOLITION. MARK FOR POSITION ALL UTILITY, DRAINAGE AND SANITARY LINES AND 23. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING NOR THE PRESENCE OF BOHLER 6. BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. DURING PERIODS OF ABOVE FREEZING PROTECT ALL ACTIVE LINES. CLEARLY IDENTIFY BEFORE THE COMMENCEMENT OF DEMOLITION SERMCES THE REQUIRED INTERRUPTION TEMPERATURES THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED AND MULCHED UNTIL CORPORATION OF ACTIVE SYSTEMS THAT MAY AFFECT OTHER PARTIES, AND NOTIFY ALL APPLICABLE UTILITY COMAPANIE$ TO INSURE THE ENGINEERING OR ITS EMPLOYEES AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE SUCH TIME AS THE FINAL TREATMENT CAN BE APPLIED. IF THE DATE IS AFTER NOVEMBER 1ST AND IF THE EXPOSED AREA HAS BEEN THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED ILOAMED, FINAL GRADED AND IS SMOOTH, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200 - 300% HIGHER THAN SPECIFIED PROPOSED "HESS CONTRIBUTION CF SERVICE. TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR - FOR PERMANENT SEED AND THEN MULCHED, IF CONSTRUCTION CONTINUES DURING FREEZING WEATHER, ALL EXPOSED AREAS SHALL BE . EXPRE$S�r FACILITY PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT CONTINUOUSLY GRADED BEFORE FREEZING AND THE SURFACE TEMPORARILY PROTECTED FROM EROSION BY THE APPLICATION OF MULCH. DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. BOHLER SLOPES SHALL NOT BE LEFT UNEXPOSED OVER 1THE WINTER OR ANY OTHER EXTENDED TIME OF WORK SUSPENSION UNLESS TREATED IN (SITE #21334) I ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION THE ABOVE MANNER, UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE CONTRACTOR OR ITS EMPLOYEES IN CONNECTION NTH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF BALES Of HAY OR STONE CHECK DAMS IN ACCORDANCE WTH THE PORTION OF LOT#442, MAP#34 OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOBSITE SAFETY. STANDARD DETAILS. 295 DERBY STREET BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE. 7. MULCHING REQUIREMENTS: CITY OF SALEM, 24. BONIER ENGINEERING SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE 7.1. BETWEEN THE DATES OF NOVEMBER IST ANDD APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PEC LINE, MULCH HEFTING OR ESSEX COUNTY,MASSACHUSETTS CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH WOOD CELLULOSE FIBER. THE CONTRACTOR JS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR 7.2. MULCH NETTING SHALL BE USED TO ANCHO)R MULCH IN ALL DRAINAGE WAYS NTH A SLOPE GREATER THAN 3% FOR SLOPE EXPOSED METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS, ALL TO DIRECT WINDS AND FOR ALL OTHER SLLOPES GREATER THAN 8%. OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BOHLER ENGINEERING'S REVIEW SHALL BE � 11117 lir CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. 7.3. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS NTH SLOPES GREATER THAN 15% AFTER OCTOBER 1ST THE SAME "' RENEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE APPLIES FOR ALL SLOPES GREATER THAN 81%, ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING SHALL NOT BE RESPONSIBLE FOR E N G IN E E R I N G ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF BOHLER 8. AFTER NOVEMBER 1ST THE CONTRACTOR SHALL APPLY DORMANT SEEDING OR MULCH AND ANCHORING ON ALL BARE EARTH AT THE END OF ENGINEERING IN WRITING BY THE CONTRACTOR. BOHLER ENGINEERING SHALL NOT BE REQUIRED TO REVIEW EACH WORKING DAY. PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 9. DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TO PLACEMENT. 25. RI AN EFFORT i0 RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT, BOHLER ENGINEERING AND THE CONTRACTOR 10. STOCKPIUNG OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERED AT ALL TIMES TO MINIMIZE ANY DUST 352 TURNPIKE ROAD MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE PROBLEMS THAT MAY OCCUR NTH ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSION RUNOFF, PROJECT SHALL BE SUBMITTED TO NONBINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE. I SOUTHBOROUGH,MA 01772 11. EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED. PH:(508)480-9900 26. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT FX:(508)4809060 SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENT www.BohlerEngineering.com CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS NTH THEIR SUBCONTRACTORS, SUSCONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL THOSE AGREEMENTS. I. 27. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED S.P. - S EY THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER -fin,l AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, 'y ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES '.. I RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER PW R HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND I MASata PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. NEW308 MAIVERCON62• RH90 SHEET TITLE: PERMIT DRAWINGS NOTES SHEET NOT TO BE USED FOR CONSTRUCTION SHEET NUMBER: At,tV o� O c91t OEFOR4'�O THE FOLLOWING STATES.REQUIRE NOTRC nm W EXCAVATORS, ' OF 7 DESIGNERS. OR ANY PERSON PREPARING TO p R8 THE EARTHS SURFACE ANYWHERE IN THE STATE. (M4, ME, NH, RI,VT 1-888-344-7233) (CT 1-800-922-4455) ' i (MY ,-e00-9e2-79e2) REVISION 0- 12115/09 -__ - _ - - - _ I LL W D D p D p D D D p p W W D O D D 0 w D p 02 0o ♦ mx 4zF € F� Nae.O:UU g ♦....♦ 70m 0 �0 4 a 4 r, W REVISIONS: REV: DATE: COMMENT: BY: U 707a TLTT 37XI WTX NOT APPROVED FOR CONSTRUCTION PROJECT No.: W010719.01 -�� SO DRAWN BY: SJL CHECKED BY: LMDJWR UTx RIVER DATE: 12/15/09 SCALE: AS NOTED CAD I.D.: W010719.01ssO PROJECTPRELIMINARY: �. HARBOR WALK E! ADDITION Nk ,5If PLANS a IaaT .,.nr11 rFi SHEETI STORY INDEX FOR �Saat�ra In � .a'°`" CONVENIENCE STORE ® TITLE SHEET 1 OF 7 HESS NOTES SHEET 2 OF 7 CORPORATION '3 a �'! alrrt EKY MAP 34 .. LOT 441 SOIL EROSION, SEDIMENT CONTROL AND DEMOLITION PLAN 3 OF 7 PROPOSED "HESS P Y Xt q N/F LANDS OF ^Sf -.. :x• _`'�"' ' GEORGE E. MAGUIRE, TRUSTEE MAP 34 x , " LOT 443 TRUST N/F LANDS OF GENERAL ARRANGEMENT PLAN 4 OF 7 OF E E. RIVER REALTY EXPRESS" FACILITY ^�` (SITE #21334) (1� GRADING PLAN 5 OF 7 PORTION OF LOT#442, MAP#34 TC I D.B. 7021, PG. 283 MAP 34 JEROME R. SOUSA, JR. "h, Nczrrnran SFtbi1 ITE E PORTION OF D.B. 9731, PG. 366 ,.,.,_`' Ort LOT 442 LANDSCAPING PLAN 6 OF 7 295 DERBY STREET +, ..,era c , 1 k4 N/F LANDS of CITY OF SALEM, AMERADA HESS FACILITIES ESSEX DETAILS 7 OF 7 ESSEX COUNTY, H. UdJ�tBUSINESS TRUST N0, 1998-1 ALTA/AGSM LAND TITLE SURVEY (BY OTHERS) 1 OF 1 §q � 3 stn {+`gr D.B. lzzoz. Pc. z44 (� MASSACHUSETTS 1 u ��80 z�' a'. kII Jn[ yT, rrJ Nu St p .,r « a,� 11' = arNe,1 , DRAWING INDEX '5, anBOHLER '4 armor 4R LOCUS PLAN N 352 TURNPIKE ROAD SCALE: 1"=5 00'1 GOOGLE MAPS) DERBY STREET SOUTHBOR8480 MA 9001772 PH: (508))480-9900 (A.K.A. ROUTE 1A) FX: (508)480-9080 (F.K.A. WATER STREET) www.BohlerEnginsedrg.corn (PUBLIC-VARIABLE WIDTH R.O.W.) SeP � F S9 SEY STEP � AREA PLAN 0 E I g�yEN R SCALE: 1 "=4G MA U ❑,�V6ME 0 424 N E LI 308 MAIN SR81; VERM CONNEC 23862 PREPARED BY: RHODE ISLA No. 7990 SHEET TITLE: BOHLER COVER SHEET IE iq G H N 71 TE IR H iq D 0 ,U 352 TURNPIKE ROAD SHEET NUMBER: CA Oq PERMIT DRAWINGS � C'L�REPRN440 SOUTHBOROUGH MA 01772 THE FOLLOWING NATES REQUIRE NIN THE ST 9. EXCAVATORS, NOT TO BE USED FOR CONSTRUCTION DE9NYlERS, OR ANY PERSON PREPARING TO ChTURB THE EARTH'S ' OF 7 SUBFILE NiI, W IN - STATE. (MA, ME, NH RI, Vr I-885-.HA-9S1) (M; t-800-962-952) 8-480-9900 - 508-480-9080 FAX C REVISION 0 - 12/15/09 0 ourlho ID 945ONRY&OCK WALL ON Witch Du eeum TOP OF GRAMIF BLOCK WALL (NEW WALL) FACE OF OLD ®city HBe q.38 pW 868 GRAANIE BLOCK WALL Mw au fill9.386. INV=S.I' TT TT _ 8,11 N 8p• CE OF NEW ' 30a VY (nNW8658L) F6RWRE&OCKWILL SO V s The Peabody r acct at 'a Goo x WALL) l /� 8.32 (08,10 4' TALL RVLINC +j jh1'I V I,l n11 + 8.80 EI.13 / O 648 L Dose ® W s Mtl Be rs 04 SPfE 1 9 COMIC LIGHT 845E / 845 8.79t // 1 a f rSIT 6 + N FACE of NEw,! OLD `� {t+ 889 /g.90 891 + 813 (NET1 We) OYd4W1f BLOCK IWCL {. 4 / Cay . iWW 86 65 J, GRASS X8.18 /�/ 886 +881 96.56' (NEW WALL) } AREA SOLAR 'W84GE g 25 r }8g9 /�/ 9'j1 868 COMPACTOR 90 871 �W651 6'HIGH OWN 8� LINK FENCE o t V I 9.2 5 //6 8.96 �L.SA 8.82+ \ 86 cb LSA I 9'11 g.13+ � 8.91 , CCANL LlGfIT 845E ' 9 86� BW e66 ,r 89 6,92 + 844 ' � 9,21�/� � 9300 9099 �. g 90 BW 8,75 CDC/ r/LSA 9.20 895 "J! 891 LOCUSMAP ®1997DeloetAtias U.S.A. // 9� 9.69 9,73 \ 8 COWL. LIGHT 845E x 8 65 Civ . ARE) `Aq 5� +920 6'HIGH CHAIN "'viEQ 'IN4L! +965 ® LINK FENCE aA /yam NOTES: X +959 ---- 5 CRASS 9,84 AI6l ® +991 g,Ar - +9? AREA 1. LOCUS KNOWN AS LOT 442, AS SHOWN ON ASSESSOR'S MAP 34 OF THE CITY OF D RlM=9.61 tp,21 '+669 MONlTDRIMCWELL SALEM, ESSEX COUNTY, COMMONWEALTH OF MASSACHUSETTS. lNV=5.67 +966 948 9.01 s•�� MONROhlNG HELL � �' ANT 2. AREA = 17,603 S.F., 0.404 AC, 2 c4a�� ONCON: 94T 9g2 10.j31 g ---� 10.48 +1042 LSA 9.12 Z1 \ 3. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE. ALL LOCATIONS AND SIZES `L 1 T ARE BASED ON UTILITY MARK-OUTS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE 946 t & ACCESSIBLE IN THE FIELD, AND THE MAPS AS LISTED IN THE REFERENCES To I�-- -��----�` -------�,-- --�--�--� -----��------1 78I ', J AVAILABLE AT THE TIME OF THE SURVEY. AVAILABLE ASBUILT PLANS AND UTILITY D.61 I 1p.67 msst I on +9. MARKOUT DOES NOT ENSURE MAPPING OF ALL UNDERGROUND UTILITIES AND x9,16 109, III 88 CONC. WALK 11p,1t I G4S CONC. WALK C/00 STRUCTURES, BEFORE ANY EXCAVATION IS TO BEGIN, ALL UNDERGROUND UTILITIES o MERR 6 2'TREE 1 STORY LEGEND SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE PROPER UTILITY 863 to7 RiM=ro.Is W/LSA 11114SONRY81)ILDING COMPANIES. CONTROL POINT ASSOCIATES, INC. DOES NOT GUARANTEE THE UTILITIES MH g3 X 123.45 EXISTING SPOT ELEVATION SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR toy I I }9 �CtMSS g33' ABANDONED. II ARFA� 0 XTW 123.45 EXIST. TOP OF WALL ELEVATION q33 ^ 4, THIS PLAN IS BASED ON INFORMATION PROVIDED 8Y A SURVEY PREPARED IN THE ji073 9.18 + 21 X6W 123.45 EXIST. BOTTOM OF WALL ELEVATION FIELD BY CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS 00 II 15J'-- +9. ID GAS METER LISTED HEREON. L I BRICK CONVENIENCE STORE fR11� + II SHLD Q DMH DRAINAGE/STORM MANHOLE 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS hIE� AL4RT' g21 926 II ® UNKNOWN MANHOLE SUBJECT TO THE RESTRICTIONS, COVENANTS AND/OR EASEMENTS THAT MAY BE CONTAINED THEREIN. L.SA LANDSCAPED AREA 6. BY GRAPHIC PLOTTING ONLY PROPERTY IS LOCATED IN FLOOD HAZARD ZONE A2 II (AREAS OF 100-YEAR FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS DETERMINED II TO BE 10') PER REF.# 2. II 7. ELEVATIONS ARE BASED UPON NGVD 1929, REF. U.S.C.G.S. BM #19, ELEV.=13.695. II II CITY OF SALEM DATUM IS NGVD 1929 + 4.36 FEET. II 8. THE OFFSETS SHOWN ARE NOT TO BE USED FOR THE CONSTRUCTION OF ANY MAP 34 IIx z x x x x x x x x STRUCTURE, FENCE, PERMANENT ADDITION, ETC. LOT 441 II N/F LANDS OF II GEORGE E. MAGUIRE, II TRUSTEE OF SOUTH RIVER If REALTY TRUST II REFERENCES; D.B. 7021, PG. 283 JI II 1. THE ASSESSOR'S MAP NO. 34 OF THE CITY OF SALEM, ESSEX COUNTY, II MAP 34 COMMONWEALTH OF MASSACHUSETTS. II LOT 443 N,'F LANDS OF 2. MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM FLOOD INSURANCE RATE I it JERO!!E R. SOUSA, JR. MAP, CITY OF SALEM, MASSACHUSETTS ESSEX COUNTY, PANEL 1 OF 5", II D.B. 9731, PG. 366 COMMUNITY-PANEL NUMBER 250102 00018, EFFECTIVE DATE AUGUST 5, 1985. II 3. ZONING ORDINANCE: CITY OF SALEM, MASSACHUSETTS, REPRINTED 1999. 4. MAP II MAP 34 - ENTITLED "WIDENING OF DERBY ST, FROM CENTRAL ST. TO ORANGE ST. SALEM , II PORTION OF MASS.", DATED JULY 1915. II LOT 442 II N/F LANDS OF 5. MAP ENTITLED "PLAN OF LAND AND A PORTION OF SOUTH RIVER TAKEN FOR THE II AMERADA HESS FACILITIES EXTENSIONS OF DERBY ST. TO LAFAYETTE ST. SALEM MASS.", DATED MARCH 1915. D8`CMP BUSINESS TRUST NO. 1998-1 _-_ D.B. 17202, PG. 244 6. MAP ENTITLED "PLAN OF LAND BELONGING TO C-B REALTY ASSOCIATES SITUATED IN \` OMH SALEM, MASS." PREPARED BY BRADFORD & WEED, DATED MAY 31, 1946. RlAI=9.7I INV=6.2 7. MAP ENTITLED "LAND OF BRADSHAW LONGMAID, DERBY ST., SALEM, MASS.", DATED SEPT. 1964, FILED IN THE ESSEX REGISTRY OF DEEDS ON OCT. 30, 1964 AS FILE 502 OF 1964. 8. ASSESSOR PROPERTY CARD FOR LOT 442, MAP 34 PROVIDED BY THE CITY OF SALEM ASSESSOR'S OFFICE. 9. SEWER MAP RECEIVED FROM CITY OF SALEM DEPARTMENT OF PUBLIC SERVICES. fPERFORMED REVISE PER FIELD UPDATE W.P.H. J.D.B. 1-11-11 DESCRIPTION OF REVISIONDRAWN: APPROVED. DATE THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND O THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THIS SURVEY HAS BEEN 3 IN ACCORDANCE WITH CURRENTLY ACCEPT D ACCURACY STANDARDS. H OF Mio gSSgCyG w O LO VY as foo y O { JOHN s P aw LYNCH �F z Z No.40407 wzN a p4bFES510Np`• 0 a Lxlr p NOT A VALID ORIGINAL QQCUMENT UNLESS EMBOS PRESSION OR BLUE INK SEAL wz Hoo 2�0 I I hoz C-0 J P . LYNCH DARE ' IA 272.87 aFa MASSACH S PROFESSIONAL LAND SURVEYOR #40407 i M 110.00' FIELD DATE N 85 00 50 E PARTIAL RECORD SURVEY 0 12-6-10 AMERADA HESS CORPORATION _aw o FIELD 0 19 NOEE 295 DERBY STREET PORTION OF LOT 442, MAP 34 wz o DERBY STREET CITY OF SALEM, ESSEX COUNTY, �w> Q m 3 FIELD BOOK PG. o,00a a s 75 COMMONWEALTH OF MASSACHUSETTS w (A.K.A. ROUTE 1A) GRAPHIC SCALE aA o� 10 0 5 10 20 40 [. 0 FIELD CREW (F.K.A. WATER STREET) �TLBeroaS4 CONTROL POINT Z.- (PUBLIC-VARIABLE WIDTH R,O.W.) B.S.B. O ASSOCIATES, INC. 2(7 THE COMMONWEALTH OF MA554CHUSETTS REQUIRES NOTIFICATION BY 35 TECHNOLOGY DRIVE NEW BRITAIN CORPORATE CENTER dU, EXCAVATORS, DESIGNERS, OR.WY PERSON PREPARING TO DISTURB DRAWN: JO THE EARTH'S SURFACE ANYWHERE IN THE COMMONWEALTH. WARREN,NJ 07059 1600 MANOR DRIVE, SUITE 120 ( IN FEET ) CHALFONT, PA 18914 Wag 1 inch = 10 ft. MASSACHUSETTS DIG SAFE SYSTEM J.P, 908.668.0099 - 908.668.9595 FAX 215.712.9800 - 215.712.9802 FAX Zul (1-688-344-7233) REVIEWED: APPROVED: DATE SCALE FILE NO. DWG. N0LOF O_ �_= W.P.H. J D.B 12-8-10 1"=10' C00532AB 8)XX