HomeMy WebLinkAbout2020-12-15 Grading & Drainage, Layout & Materials Plans 11x17 r
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CATCH BASIN WITH HOOD W7=A26 WFA28 �a PEAT E�rsnNa arAr7cRwix
TYPICAL CROSS 5f`VnCIY
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EXISANC L.Et-%EW PROPOSED ' SAMPSON
awrAt1'£mmw YFA20 WOODED ,°� + wra3c GENERAL NOTES
wo 1xL6smm µ1"h22 W AI9 1, EIEVAAAYS SHOWN HEREON RFFF_R TO THE NARAYAL GEODEC t4RNC41 CA7UM a'1929(MEAN
SEA tFlEty.lsEa Yo7E�I 51 Elliot Street
Sara WRa Klnl Ttw AND Rar7alr °�-'-' 767. 1 .9 1VODD 2. WEIIANDS O1NJ HEREON DE7JNEA IED BY R1MMfR ENNRONMET7TAL CONSUL ANC AND LOCATED BY
rsss CUR8 REVA77AY �%�- VIFA18 �y6I-_ HANCOCK A550GA7FS NA Dn SURE£Y 12/!0/207F Danvers,Massachusetts 01923
65'--. a BINCNMARK IS DA5E0 ON A PLAN LNI Rw71 NE a AIANHar WIN PIPE• - \ r 12£X15NNG CaVUlNONS PLAN PREPARED F7rR 5'EYFTJ H2LS
57ZE;KA mqw a FLOW Lwi•ECROV 165.86 = 1- \\\ FWVOAAGN BYMHFDESTSN 4UVSULTANT,%1Na DA7LD.RILY 31,200I.'
++ A¢UNUNE 7WRT P.PE M MAYrxtAC WFA21 ,- CPP _ �S >, T c WFA31 4, 1)WRE$SHOWN HEREON rROM REEF LOCH EONS OF SURFACE STRUCTURES NO UNDERORCUNF
CRC� sA a �� � 1(} i� �•ROOF�(10. \ x 167.3* VWmES WERE INCLUDED A5 PART OF THIS SMIEY,fT SHALL 8E 7N£RESPGW57RILfTY DF THE
wArL7r MANHCY�wAIW BAIY ~_-DRAIN �'y4i"p J51. CON7RAED TA l�'RIFY mE LCCANa01 SIZE F ELEVATION irALL _7UnUTESMOUR 1NTNON NE AREA OF HANCO CK
w=•� Wrnl,, rT�BATE PAL Ie'A WFAl 6 A/ !d r� `�D PROPOSED WtaY/C AND TO CONTACT DIC-SAFE'AT 811 AT LEAST 72 fiOURS PRIOR TO ANY
rceErlruaANr I7'FA77 / "(TYPJ \ EXCAVAION,FIEMOGIAvOR comsmUCION.
F dRA'- QTS3NCVWtYP&E W N PENLWA770Y .�0 11 P1 5 X I7 8 1.9'A , j 4
y / ) l \ 1 a FMCS INSTALLARON AND GRADING/S ALLOWED BE7WLEN COMM?157H AND MARk1 151N.
Olaarrfn WREs AND wy ME ,"a 1� p � YrFA32 0 6. N1E CoNIN407OR SHALL 4ER1FY 7NE LOCAAON ANO REIARP£LLEVAnM OF BENCH MARKS PRIOR TO y
D£ aYOLRpM0N0 rTECIRiC UlAES ^m+ UR'/ CDR. WOODED 0 LY1MdlL7YLEMEN7 CCFVS7RUCIay.ANY 1NSCREPANCY SHALL BE REPORTED 70 mE ENGYNELR. ASS O CI.ATES
--LR'hT LowaRps�VNp L7Ec1RlC CUES h�c`3' ,`�°1 QNC 7. LYkV7RACTZW SLANG rURNISIF LYwswuCAAY tAYOUr LW'mW IMPRovatrNTS THIS WORK SNAIL BE
Ah'Q 7ETLfYfa v T // � (Typ,) -17 PERFORMED BY A PROFESSIONAL LAND SURWYOR.
a'rir ¢ j & SAFETY MEASURE$ CAVS7RUCIav METHODS ANO COWROL OF WORK RIM BE RES aYS18111TY OF
-x MW Lw fEwr Km mmr � ! ^ � 172.0 / � , /
Q-+�}" a k / C� THE CaV rRAC7M. Civil Engineers
Now fcr win mwr (v µAI Y,'FA15 I>4` \. / sl AIL RI£CMSFRUCAaY_WALL COMPLY MAN IfE NORTH AN00IfN DEPARAMENr OF PUBLIC AMAS g
2" AI I _FF AI7L ♦ 61 5rANDAreaS
ED[ pF Ulyy !n I 10 ! BNI 1 5,47' G ao '9 ~`--x o 10 CONTRACTOR SYALL BE RESPCN57BLE FOR REPAIR ANa/av REAL 4cLwDvr OF ANY EVSING
LYWG4E7E P47AM V WALL .-____,,,,��� 4r O �1t f7k.98 � '0 [P IP RAP z Land Surveyors
0 BOLTED IMP,70Wv 1TS DAMACEO WRING CONSTRUC7jVN 7HAr ARE NOT OESIGNAWo FOR DEMOLINaV AND Y
Ermw awi'rw�• �O Yl00DED f-� ry 7Sk3D~ ;l ') Z OR RESIOVAL ROWDY,DAMAGED IMPROWUMS,WALL BF REPAIRED TO THE SAASFACROV a'THEIR
Hart rtafcE wrrl Imam x s'w oG7 ! ! r 772.0 0/ y ��, [� RESPECAVE OWNERS
�r '! fr /` DECx n .? If. ANY INTENDED RE14VAY OF THE HORIZONTAL AND/LR SFRACAL LOCA RON OF MmIeWMS r0 FE 1Vetland Scientists
9 i- x CaV57RVC7FO AS SHOWN RENEW SMALL BE REVERED AND APPROL£D BY ENG IZEER PRIOR 70
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µ'FAM14 o 1:--. tBzyyn11 , STORY 1 TL\rp v ''� f2 THE WNIFAC71'A4 SHALL 8E RESPONSIBLE FOR RECOROLNG HORIZONTAL AND tV?7T5&MEASUREMENTS
SION$9wA i' f 172,9 }AFTER nPT kfE =145.45+ cy g FiX7 ALL SUBSURFACE STRUCTURES THIS lMFORMAAON SHALL BE REPORTED TO ]NF L7YGYNEER,
•P.7E6 SPOT EtEi'A RaY / ROOT 4ffL> 3 8:p -- _ 'S 168.43 105 CENTRE SIRM,DANVERS,NA Mn
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O SENER XAAN" O 35 DliAl 1 i2 1-164.3(CL D 1. LOCA AUKS OF EA7SANG UNDERGROUND UFLTH£S/OBSmUCRONS/5}STESl5 SHORN R&WON ARE
47 avAM uAMILY.E LiLIT OF 200'HIVERFT10Ni AREA ) 27p 173,4 J 6=� s I '4RODGN) I� APPROMA76 AVLY.ALI URURES/ODSTRUCAONS/5}STEMS MAY NOT BE MOM CONNACMR SHALL '.
10 �,� 7 1 3,5 ]35,3z GRASS 172i7 o h r 47F6M1 8E RESPONSIBLE FOR LOCOING AND PRO7£CRNG ALL UNDERG40UN0
s sta�o LxrA4 m wwwo m+ Syh m UAURES/a9STRUCFLWS/5}57EM5� WHETHER OR NOT WOW 11D EM, Kor
•'- PErrt7,WLt1 smeAff 'DOWNSTREAM f r l /f, m I 2. UNLESS OWCRWISE SHOWN,All MM UALIDES SMALL BE t+NDLRWOUND.
:.0--- 266'MI1R MWf REsv0WWARCA DEFENDER" WFA13 L/ � � e � wuc 4Vf. f IYFe,2 ,t RIM ELE"VA BONS SHOWN FOR NEIY SRUCTURES ARE APPROXIMATE AND ARE PR01?OED TO ASSIST
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fNTr a�EtHLYNMI7 I[[i7A IEa WERANo (BURIED) 1'„N13 V `M1 tiz �x t �I�f ] , 4. WHLRECONIRAFXISnNG FDDrY LNESTiT7UCISTIR£ST ARE' D£cUROKL71 DO1fN8ANDAY dr G4AO7Nc aIr
m 17382 n � ORLANDSCAPINC, UNLESS SPECIf1CALLY7N01CA7LDOmERW15E. JL-`stsa�
NFA7 Alnf rUa NuuRiR WFA72 11NES/S7RVCTURES SHALL OF PtUCCED/CAPPED LLEO IN ACCORDANCE 1W7H OWNER REVVIR&IIEN7S +
a ULh'Y ar Tar-r-OOr I�RARD ewrr�p ZaVE Rlki-f 73.55t }u 1 _ 04.DG TRASH I S SNt/C7URE DETAILS FROM INDEPEVVDVf KWILORS ARC CGWSTAN7IY CHWGWG PRIOR 70
INV=171,47 IN 1 17 02x �, I 1a p^TflRAGE N1 ) ,2 WF03 CONSTRuciM THE coiwmc OR SHALL VERIFY 7HAr DETAILS SHOWN MA mY CURRENT Ocala
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INV=169.88 OUT L", „-0 ! C NC. 1 2 NE yrpDo GU p 1 AND SPFORCAMVS fROAf IENDCRT I
--------- avrr cr -rmrwo vuep aw7DT ZavE WFAI1 I y `:.`� 1 YIALK140. k I F Ap�C+sp t73.W7 RAIL I 1 m WFR4 fr. MWACWR SHALL INSTALL ALL PARKING AREAS AND WALKWA YS IN ACCORDANX HI N APPLICARIE 17/u/zp
+Il rn AA AND MAAB REQUIREMENTS,INCLUDING BUT NOT VUl" rO THE FOLLOWIN'.
TEST Hr ® O ' G I - v 174 s 1' I I 6 HANDICAPPED SPACES AND S7RIPEO ARFA SLOPES SHALL NOT EXCEEO 2X IN ANY DIRECION.
HANDICAPPED RAMPS SHALL NOT EXCEED 8X FOR A MAXMUM V£RACAL DISTANCE OF B INCHES
3 47 1 4,Lf31��T.CO, �Ilc� I � • SIDEWALKS SHALL NAP£A MAXIMUM SLOPE IN 7HE PA 7N OF 7RA t•EL OF 5X ANO A MAXIMUM
pV I i t a CROSS SLOPE OF 2.X CONRACTOR SHOULD NOT LAYOUT SLOPES EXCEEDING 4.5X AND 1.5X
t 174,46 y'7. z RESPECA7£LY TO ALLOW FOR 4VNSMUCA0M TOLERANCES IF THE Cav7RACM?DElERmINE5 7HAr
7 I w 1 x173.56 STATION i l l�' z
W'FAf O $ I-i � ( a� fASEAA NY \ Rl.lf^ I AYY 7N£REOUIREO SLOPES CANNOT B£ACHIEVED, INE caY79ACTa4 SNAIL BF RESPONS181E FOR
RL 1Rfx DRIER SO1W t1E or 1 �t�i .76 Y,ry ro, I A�$p, r) REPORANC 7H£1NFORMAAON 7D INF ENgNEER FOR RESOLUACIV.
_ Mi 1{ �y Q +} 7. ALL PROPOS&O MP Or KWWAL CVRB ElEVA71AVS ARE 6'A80VE THE BOTTOM OF CURB UNLESS
ll W'OCw] 3 I 4 a I I j ONERWESE SNONN.
GUARD RAIL 1 1 wo 1 D
I- p I L A 8. OfICRE NEW PAWNG MEEU FAWAVO P4014G,MEET LINE AND CRAVE'OF EXISNNG tam NEW PAWNG
1tTAe / 1 SHED \ I i z� 9. AT LOCAAONS WHERE EXISTTNC PAIEM£Nr ABUTS NEW CM57RUCIM 711E EDGE'OF THE EX577M
Difillftou5 / 1 I 1 1 k I x 167.1$ G PAVELIFNT SHALL FF S/iWGIIT t0 A CLE4N, SMOOIf EDGE.
PARX.- ! 4 1 =174d5 r' I lil
1 nNo f0 EXCAVAHAY ShAIIREF AIRWYAWA Y AVAC Or FXISUNG URG1Y HIES SHALL 8E FONE RY NAND.
E%ISTINO L 7E �ArA RIM=2 cvT m -¢ LOT �vlq 7 I COMO. ya + I �� G57N717ACTA4 SfIAfL REPAIR ANYDAMACE TO EXLSBNC UBLTYfJNES OR SIAUCTURESINCURH£'D 1 DLO 1213.20 r�•R7'P•�X+�rarztrm�
GRADE EYALUA?M MVES J PIXA1ak 6!4 Or,SE INV�172.32 0VT s I lil FURING C WYM/CION OPERA BOYS AT NO ADMILML COST 7U 7HE OWNER.
PAD AW10 r Na BY APP DATE ISSUEfREM1ASOH pESGLPTI01i
RANCpGY ASsrodA 7L's' I I - - p 173. I 1 I I I D !f. CONTRACIM,WALL WRIFY ALL PROPOSED TCW aF CUR8 ELEVATIONS BEFORE PROCEED=WAIN ANY
WFA8 I•1 i7 t74,� ,7 $1 •4 r 4,30 g ;1 ' R=170.54' CAYSIPVCAAY AND AIW?,1N£MCNEER OF ANY OISGREPANCY ffVIGY MAY rMPACT DCM.. OATS 10 3U 2Q Umm By, pw
svmrrpcv 1 4 7 a6 pm 75.3 174.05 ,y 1, I=162.8 NE} !2. All WSMOE0 AREAS NOT COWMD MW PA MEW STRUCTURES 1N01NDUAL PLANING,, OR MULCH se". 1'� 2) OKAY,BY, Ta¢ JA
9-.7D' FYL OL1H31YLa411YSVw comv$ rml Bf Flute 7 1 3'7 a o t 4'•'� �, ,E I SHALL NAME LOAM AND SOD,aR LOAM AMP SEED AS SHOWN aV THE LANDSCAPE PfALI5 04 AS WPM,BY; DLC MCK a17 ESS '.
.!'m m RmwJ.YSV "at r"'yfYACE 1 �xjl a'! y' 74.10 _ BiT. ONC�i� mac' / 1=162.7 5Y7 FIREV"BY THE FNONEER.
SIL7A770NBARIFIER 11-.' 111 111AHUrsmortav cmetts ��' 1 t7_
A4-!ar' OJSY7 PF.fJ 1 ~ ry 6 rn 73.55 173. ¢ I �i 168.8 !JC ALL UNDERC11af7Na 51RUCRIRE5 AND UALII£S SHALL BE CAPABLE'OF WfTN9TANDlNC N20 WNF1I
Wl:A7 :s J773.88 p LOADS
CROSS SEC77ON situ skjqf Pemttr an w-nAAn svwAc,, *'4 >> 173 83 5 ! I 1 scum REcaso !1L 7NE C007RACTOR SHALL REID WRIFY THE LOCAnoN,SZ£,INt73TTS AND TYPES CF EV$ANG PIPES
NOT TO SCALE MAa,cvEILAAzn abr.fr ra• 44FAfi G x / (NOT
or suN AT ALL PROPOSED POINTS 11F CONNECION PR10,4 70 0A'DER'NC MA7LRlA1S HflER£AN EA7SRNG ���7-i,7r AND
7�
s^ 81T. CON07J.5 nJ.as" F 1,1'O D (D07 ntln D95YED) j�v V 1u�[72 1 173.42 173.82 yn 7 1 U7ll17YlS FOUND TO CONRiCT WIIN THE PRGW0.SE0 Wei4K, mE 10CAAAV, LYEYAIL3V AND SIZE DE
�9' An SugY taiv WFA5 y 7369 i r L THE UILITY SHALL BE AWRATELY DErERM1NE0)WHOUT MAY AT NO ADDIDW41,COST BY NE
9-24' TYL avAsnnwrlaw '1�f. RA 174 47IN 17155 �r 1 '4 CONTRACTOR,AND THE IWORMAION RWIVISHED IN M17NO TO TNF OWERS NL7'RLS£NTAIIEFOR DRAINAGE
ITT/( %'l.�
tl--JJ' M LRA77LYstwyiaw MV N AAct'cClaaEs,Ba¢GYRS - 1 174,0 - i73 \ ��i 1�. - m£RESOLURON OF 7NE CDNRICt: lljt(�- I j-1\]
Jeer• V LaeurslAm Lt DrEs 1 I o x 9 X 15,, Wt rfENCS'AND/a4 HA MONK NLREGW SHALL BE INSWLED&TORE EARTH DIMR8ANLE
91-" 6 LYAY PLAN
RC4aYO Pt' ll'FAI lYFA2 1l'FA3 � rig^ h^� 373.6 J,gp 7J.7a r*s 17J.9�5 S`' OCCURS WI7N7N BUFFER ZONE,AND SHALL SERi�AS 1NE FLIRT OF HYA4X<
Na AY717su IWA4 I y5057-7 1J� ' 16. ALL Pa'N7S OF COVSTRUCRON 568F55OR INCR£5S SNAIL 8£MAINTAINED TO PREVENT TRACIGNG OR
I 5 RISERS GRASS L A \ fLOWIv0 OF SEVitimr OV TD PUBLIC ROADS.
7J.25M 173.8 73.
ELEVATION BENCH MARKS 123xa BIT. Nc,� I 173.7 pp��pp��a=sr4.ssggLI� __D147-t f fJLA7d)�lYN0TF3 ampA
x if DR] WAY r' �h SCUT�FCApEA1E 4ma en..,
j �, ab/2 x ---sa7744---- ---_- 1. CLW7RACM_WAL1.CONTACT"D/Gti5'AFF"FOR AN UNDERGROUND U77UIY MAKING Ar 811 AT LEAST
• DATUM. N.G.V.D. OF 1929 SEE NOTE 3 py 1p¢4 171.60 r GRA55 j y73,7 -'774.14
-ev ev eve 173.6 12' nw A 72 HOURS PRIOR 70 TF1E COMMENCEMENT OF ANY kWff..
a I rA7 E ArAev 17 98 4 �B r-M1y GRASS 2 CONTRACTOR,WALL MAKE HIMSELF AWARE W ALL CYWSIRUCNaY REQUIREMENTS, CONLINONS AND DWG 2f942 SP4-RI xg
N0. DESCRIPTION ELEV. 176.08 cu%i
LLSBrAION5 IMPOSED BY PE17M7T5 AND APPROVALS ISSUED BY RECULA7ORY AU7Na4lIFS PRIOR TO THE'
1. SPIKE SET- WD.GUARORAIL POST- 1.0'A.G. 174.18' 0 10 20 40 50 172.SD SYA- 173.63 173.94 174,28 174.57 % COMMENCOWMT OF'ANY WORX. CCW7RACM SHALL COORDINATE AND OBrAW ALL CLWSTRUC710N LAYOUT; Cl
2. BIT, LONG, SAE EM TURNPIKE ROUTE 114 mot) B3T.cOND. ,L �N,]RUC77cm AC ?NES SHALLL CAVE-ORH OETHE ROLES AMP REOUtAAONS OF RIE 000UPARAYAL SHEET; I OF 2
.(ROUTE
•..._. SAF£rY AND HEATH ADMINIS7RANON(OSHA).
L. 3, L`fiAPWIC WALE1 INCH 20 FEET �� • .- PROJECT NO.; 21942
TOP RAIL POST TIE WIRES Ci N87RIXiMV KEY IVDTEi�, '.
TOP RAI4 TIE WIRES ® 15"CENTERS (ROT A Cw$mxwN Srwmv) fA7S77NC�t t: 19 SPACES
TERMINAL ® 24" /
POST CENTER 5 LINE POST 1 snGt�l sr RK m a7 A IIIARAsi�
A"F27 DWMaY COY
STRETCHER NO PLA8ana'1 PROPOSED PARKING Lb/INr•25 SPALY:S
BAR `,� INSTALL&PWENIW 6L=77STA4=WALL IOC OF WAU=f76S R[QUlREA PARKING•. 1 SPACE PER.TEXT SR 60nW Lr'WAIL-IAIJL ' fr •5,700 SR FFT.-19 SPACES 2a
3/8 IN.Dh
717U55 ROa arc Rm ALL rom 3 RrsrAu ctwrml7E saran TONN OF 90R1N ANBOV1nR AIA
HOOK DOLTS ME 7''8't IH. 5£CNON 5PAC 5 SALEM
� PARA7NC SPACE=9'X 18'
srALL 6'NNYL tMIX PEA fWCt'CWPANY DESTpL PARALLEL SPACE 8'X 72' TURNPIKE
l;"'T �t�7 j T;
' BOa7o1l U'"fET'[1 S71Ai1 8E 1'[rF A<faMs11 pPALIE NAITDICAPPE27 VAN SPACE 9'X 18, ll.l�lV I E EIPACE RAIL 36•HiN. I,. 5 /NSTALC 110+'1.7fE 6'INgE G17E PER fINC1 CQVPANY DE9O1! LOT 148 NANO1CApPEO CAR SPACE 9'X l8'
CONCRETE NOTE, tENE POSTS MAY 8 Exrsml0 DNOsK azAD�scwE;. PlAc1F's'ca<LOw 2.1 881 t ACRES ROUND r North Andover,MassachL15ett8 01845
BE DRIVE SET TO 40"MIN,
f'-a• I I-+- -r' -"- iO'TI!R.elk BE
GRADE AND CONCRETE
F•-- ro fx�Yx oMlrl'Eo. OMavK raR—MM AOGIRUY A GAaa/s uAr dvtY oNEL�r
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CHAIN LINK FENCE LAY—PARKxa umtlr. � � I," 6 0 CMCREIF
CROSS SECTION frz1En GALfArnzEo MAP LOT
srEEx P7P 107A 148
' NsrAu CmcRE'rE'6rxeARDs Au.uczzrr td MLxa7 s/En PAINIFO(A210R o
NOT TO SCALE ,sue I IsYOHNIR
EL. 176.,7 LAND AA'D lA1C Ertsai'!0 PA:-1 R£-R7ADL ANo WSMU 81rLHE'ROUS )
4 x12'SPLIT FACED GWAfR7E WRa, 1 axrfxElE PARA7NG LOT. 1:FA24 IRON£i rn17SN
6• FULL U0?fAH0.VNIY(OHO TYPE 5 k,Fn27 f/Z'TD z' PREPARED FOFi
SA)fRY/W(97ADE 1 1 STALE CYWalE7E Df/JIF'ER BLOGY Ar a7rE EDT£CF'£ALW PAliKh'/G SPRY(a}A.J. +,�, Fww SURFACE
� VrFA25
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- V.FA23 VT,p29 DAVID
UNB7EA7FD BASE COURSE ` SAMPSON
GRAPE( OILPAC?ED IC 95X PER 133
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9 A$W LT-1557(SFE PAf£
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CONCRETE •• 014'ARN, 7OAPTEtl ¢ r 511110131Dec1
1 r1 _S' RA°ED 6RAM7E CVR& VrA29 15FQI3 , 4
CONCRETE RETAINING WALL SLOPED GRANITE CURB �iFA16 V tiO D
16 owaT:Rrerrx slwuas Danvers,Massachusetts 01923
CROSS SEC WON r-6"
NOT TO SCALE CROSS SSC Avg\
NOT TO SCALLEE 17 RcwosET PAmallo SWIPE(!m.) Y A21
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18 2AISAVG WW GUAND NA8 To AWANI.A"SrLOCAAAV AS AUVW TW CROSS SECTION HANG O CK
WA15 'A FrAl7 � NOT TO SCALE
POST NOUNkD 19 ww WARD Im. J yD /, 21
PoSTMOUN7w ti4ry� � CUR• v NYC DIED
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ASSOCIATES
VA IV ACCESSrBLE PARA7NG' •G' C, cDNc 1 Ct
9w(rwP AC0.SSn7t�'PARA9NG'SIGN(r7P) VJM",N—Wr rm VATW 01500 CWMEX 1"NO p qoum, wr am,CUr zf v RAP ro&'firrowa VTA15 / 2 \ Civil ngtlleeC5
3CSIP RAP x ).andSrLrveynrs
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