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Ll LOWS MAP I' m
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19DC eE< LOCUS
W ET LA Na ye 5
L�OUN�AT2Y FROM N/F GITY OF
1977 GIT h
Y OF .SA t_E.M MAT-�S . � • ,
L0 n 544 o?p o o
"rF CITY of snit M :
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LEGEND
cXIS77NG GRADE
o 4 `04 L Al 35 Fi.NISH GRADE
\ 4K 14,
■ CB5 f- PROPOSED CATCH BASIN
N/F DONALD +• ANN �` ( �� � � �
Et�t�EtzTDN �" C'b �`
70 DMHI f— PROPOSED DRAIN MANHOLE
/F
NEW ENGLAND o�
go
P` O
�N I 1. TOPOC RAPH/C /NFORMA 110N /S INE RESULT OF A F/ELi SURREY PERFORME[ d Y A RAN7IC LNG/NEERING
ul � 5 S
2 U71U7Y I14FORMA77ON /S CO.d•PP/LED FROM PLANS OF RE-'ORD.
z
X06 g9 J. THESk PLANS SHALL BE USED ONL Y FOR THE PURPOSE OF OB TAINING A SPECIAL PERMIT :QOM
TRE SALEM PLANNING BOARD FOR WORK TO BE DONE W7/IN A WETLANDS DIS77?ICT AND SHALL NOT
,5 E B£ U^>EO AS ANY PART OF CON- TRUC770N DOCUMENTS
C A2 4. FOR r7ECORD BOUNDARY AND EASEMENT LINES SEE A PLAN OF LAND PREPARED BY T&4 EN61NEER/NG'
DATED OCTOBER 18, 1988 AND PREPARED FOR SALEM HOSPITAL
i
ETxI bTi N(r
`WLG
APPRLVED BY THE SALEM PLANNING BGAkL R���y�w °�;�^•,, I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ❑N- PLAN OF PROPOSED ENGINEER
FORMANCE WITH THE PROCEDURAL, TECHNICAL & ETHICAL SITE
�UP� '�� STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN ' r PARKING L 0 T "K MOTIC�NGINE�W � SRU CONSIIEWSINC.
THE COMMONWEALTH ❑F MASSACHUSETTS. ,a,�
F:3ES , ,,,�„ ,, PLAN of LAND
lb ia�+9 y H� uttr arz PREPARED FOR SPECIAL One East Main Street _ Georgetown, MA 01833 IN
�o �
` PERMIT APPLICA PON JOB N❑. 9007-os DATEr Aum z9 Ig4o , I /� �f /�
`t } revision # date I - descrt tion r Ski L El V/ I Vl A SS.
SHEET 1 of 2 �_
— 1 8/30190 F Add A_bbutfors
P.E. R.L.S. i9Q� 40 0 40 80 PREPARED FOR: SALEM HOSPITAL
LATE Date Date Scale, 1'= 40' _,— _ _ _ Owner/Appucantr
Date
i
eo
PAVEMENT TO BESET 7" REVEAL
ONLY AFTER CURB IS PLACED
Be LOAM & r4*
" 6'-0"
70 SEED F 7:a 4" REVEAL
401 —FINISH COURSEI-_ 4 Radius
+++ + +++ PAVEMENT
f---1 � 2,_0.
+ + + + . BASE COURSE
SETTING PAD+ ++ GUTTER LINE
+ + + + + Side Elevation Front Elevation
......... ::::c:::...........
\ EXISTING GRADE
.......... ± -..L .+...+ ....: GRA NI TE CURB. INLET
GRAVEL
60 Be
\
SLOPED GRA NI TE CURB 6"x 18" -
Pp'oP05ED GiZADE \ I - -- -- - - GRANITE CURB 7" REVEAL OR
BIT. CONC. BERM ADJUST TO FIELD
— CONDITIONS FINISH COURSE
50 l 1FINISH COURSE, BSE DAM k
8" LOAUL rSEED -
AVEMENT .—� PAVEMENT
:::::::::::. :::: BASE COURSE
BASE COURSE
ACTED :;:;: 12" COMPACTED ':BASE'
� \ �Z• :•::GRAVEL BASEii::?:: I
I
40
F
l
w
\
Lu CAPE COD BERM VER T/CA L GRA Nl TE CURB
Lu
30 \
REINFORCED CONCRETE PI,IE FLA RED END
�C- B
_ ___-- _ R
0 50 100 150 200 250 300 350 400 450
x
HORIZONIIAL SCALE: 1" = 40' A
VF"R11CAL SCALE.' 1" = 8' a
E
sEc TION A - A _ _� —
—
12' 4" 2'-0" 4'-07/e2'—O" 2" 9" -
15" 6" 2'-3" 3'-10" 2'-602f/'711m
18" 9" 2'-3" 3'-10" 3'-0'2!/2'120
—: 4 g7 —71 2'-6* —Cl3' "
6 5" — —103_-
70 I `� -- -
1 1'I
f' 1
r � R-3701 Series
t SUPPORT NL I
;,OST
\ \ FIL. 'ER ABR1C '
60
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i
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PRO ,� �,07 TD SCALE
����s�ttmm Y BM�.IT I
PR
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PLA;d vlEw ,-- -
Dimn
mmm1 h inA,es
—��— Catalog For Pipe Wl. selling
- No, "C',(:LEK No. A 0 sit" Los. Mc,hod Nolo,
01.3701.6 16 12 "106 70 on 2 look,
t_ T YPICAL GRA V1 Y OIL—WA TER :-3701.0 10 12 0 75 on 2 hook, Co11 Lon HendW.
:3701-10 20 12 ;, 10 05 on 21,00lu
\ \ SEPARATING CHAMBER :.7701-12 22 16 ,12 100 on 2 hooks 0o0on,of i.,,6",nn
:.3701.10 25 20 10 1ss o 2 hook,
n
NOT TO ;KALE \ :,3701.18 211 17 a 178 on 2 hook, below flow line.
40 T YPICAL SIL TA TION FENCE VOT TO SCALE
ul SEC TION C-C GREASE/OIL TRAP
Z PROPOSEp RETAINtN4 WAL-L NOT TO SCALE
TYPICAL RIP-.qAP ENERGY
Y
l— SET I BALI PERPEND.!CULAR �-t-- %SS/PA :"OR
EVERY 50' ON SLOPES
30OVER 5
i EXIsrING HEADWALL
FRAME 6 COVER SNALL BE
LESARON LA 166 OR APPROVED STANOARO VERT/CAL FRAME B GRATE TO BE
APPROXIMATE ELEVATLON TOP OF CORED TUNNEL �j/ / — FRAME TO BE SET IN EQUAL— COVER W/3 LETTERS GRAN/TE CURB INLET LESARON LO 278 OR
' / _ FULL BED OF MORTAR •GRgIN• AS REOUIREO I EQUAL
STAKED NAYBALES - A .eANHotc srEPs dr
PA%EMENT
END TO END
MIN 2 COURSES OF BRICKS TORE
USED FOR GRdOE dp✓USTM£NT
FRAME TO BE SET/N
22 FUEL BED OF MORTAR
Li
20
RPPRAKIMpTE ELEVATLOR OF iNVEP_7 OF TUNNEL SPOIL FROM WOE
W2pp
/ / 4 W W W ., - MORTAR ALL ✓O/NTS dRWNO P/PE
BALE TRENCH W h o
7n /4:r ,/�+•d4L, i 2 uWj > -9 '' ° 12•RC PIPE
I H -/j °Q tiR JiA`QTCR e •M,N W1e
__—
I 4= 6" NOT TO SCALE CROWNS TD 1e y¢ T
'dLE
1 l i WA'EN FcsSe
--- 4000 PSL PRECAST CONCRerE I ' MORTARED ✓OINrs
/O NOTESrO CONFORM WV A$7M Cii7S 41'ii
_ - I ! BALES TO BE TIED W1 ORGANIC FIBER TWINE ONLY. °O° L L0_ REINFORCING FER urM A.85 ourETEW
1_- ---_--- / = 8'M/N
- NO PLASTIC OR WIRE J y oI
0 50 100 150 200 250 300 350 400 450 v RREcdsr
2 HP BALES TO B£ SECURED W/MIIN TWO (211"W " - AL ALL SEAL ALL FLOOR OF SLSUCTbRE TJ BE O °
WOOD STAKES PER BALE, DRIVEN 18"MITI INTO GRADE ePFNINGs bE�C-PS LAIO FLAT N
WATERnovT -- - - - —9'1w P�T rdNc _
HORIZONRAL SCALE 1" = 40'
I/ER 11CAL SCALt 1 = 8 TILL Fa. ^ - 5E1TI:NAL PATES S 1 MND L
BRICK
+ 2 12•DEPTH f3F CL Cf✓°' - -E"E--
3/d"-7V2 STO CLASS
O.'4 STABLE BASE I� 1' OEPTN OF J/!'—/Y2•
SEC TON B B TYPICAL HA YBALE DETAIL BR.
ARCH ec6 STONE ON STABLE' BASE
901:CKS Ld/D ON EDGE
DRAIN MANHOLE CATCH BASIN
TYPICAL CROSS SECTION TYPICAL CROSS SECTION
NOT TO SCALE NOT TO SCALE
M OF Y,. L
AFFRLIVEI BY .HE ALtI-i r'_ :Jtdl': F ~ i mow` '^ -'P. A ' Y THAT THIS PLAN HAS BEEN PREPARED IN l,L, ,i b O/ r'ROPOSED ENGINEER,
oo�cw FURMANCE WITH THE PROCEDURAL, TECHNICAL & ETHICAL SITE
S
FO ES STANDARDS FUR THE PRACTICE ❑F LAND SIJRVEYING IN , @. �� �� i ATLANTIC M11TEHM & SU ffr CONSULTANTS INC,
' PARK/NG L 0 T K
THE COMMONWEALTH ❑F MASSACHUSETTS. (/ I PLAN of LAND
o,+rT`�,� w 1311A j PREPARED FOR SPECIAL One East Main Street Georgetown, MA 01833 /N
?=SICNAL PERMIT APPLICA 77ON __ JOB B No. 9007-06 i DATE,
SHEET 2 o f 2 S L EM, M/-1 SS.
revision # date descrl tion
_ P E, PREPARED FUR,
r R.L.S _ _ -
IATE olai- � r� —1 scale) 1'= VO1FoS — - --- Owner/Applicant) SALEM HOSPITAL
Da
Date
T_ 7
SALEM HOSPITAL
� - » »
PA RL OT !�
cS14-
'm
SALEM HOSPITAL \\ 514ZEIV
DOS A\
_p_A_ RKING L 0 T SALEM HOSPITAL ENGINEER,
Ul ATLANTIC ENGINEERING
z &
[/7LI7SURVEY CONSULTANTS, INC.
A nTUE SALEM HOSPITAL �
I AVE 30 PROSPECT STREET, ROWLEY, MA. 01969
L v U (508) 948-7677 (508) 352-7870
Civil Engineers, Surveyors, Land Planners
\ F_VA
S�1_ LEI J ss,
Ro
� C
°__J HOSPITAL va OR��
LOCUS MAP
0 WNER , S.1 z_ L_E! SCALE: 1 " = 4001f
81 HIGHLAND A VENUE
SALEM, MASS. 01970
GENERAL NO TES
' PR/OR TO GRUBBING THE 517F SIL TA77ON FENCES AND STAKED HAYBALES SITE TOPOGRAPHY WAS ESTABLISHED FROM AN ACTUAL FIELD SURVEY
SHALL BE PLACED AS INDICATED ON THE PLAIVS. CONDUCTED BY A7LAIV77C ENGINEER/NG IN JULY AND AUGUST OF 1990.
CONSULT ALL DRAWINGS AND SPECIFiCAT70NS FOR COOR01AA770N REQUIREMENTS 7HE CON7RACTOR SHALL MAINTAIN EXISTING PUBLIC AND PRIMATE
BEFORE COMMENCING CONS7RUC770N. ROADWAYS IN CLEAN AND PROPER COND17701NS THROUGH THE PROJECT
EXIS77NG U77LI77ES SHOWN ON THIS PLAN ARE FROM AVAILABLE PLANS OF RECORD COMPLETION. ANY DAMAGE TO THESE ROADWAYS SHALL BE REPAIRED
AND FIELD LOCA 770N. THERE MA Y BE EXIS77NG U77L/TY LINES OTHER THAN THOSE BY THE CON7RACTOR U77L/Z/NG /NFARED PA 7TCH WITH NO ADD177ONAL
INDICATED HEREON. BEFORE PLANNING FUTURE CONNEC77ONS, THE PROPER UTILITY EXPENSE TO THE OWNER.
COMPANY SHOULD BE CONSULTED. OUR RRM DOES NOT WARRANT OR GUARANTEE ALL U77LI77ES SHALL BE UNDERGROUND.
7HE LOCA 770NS OF ANY EXIS771VG UT1LI77ES SHOWN HEREON. AT LEAST 72 HOURS
PRIOR TO ANY EXCAVA77ON THE C0N77?AC7OR MUST CALL MASSACHUSETTS •
DIG-SAFE AT 1-800-322-4844. SLUMPS AND CONS77?UC77ON DEBRIS CANNOT BE STOCKPILED OR BURIED
ON S17F AND MUST BE REMOVED TO AN APPROVED LANDFILL.
IT IS REQUIRED TO SOD ALL SLOPES LESS 77-1AN 01 AND PROVIDE 2.-1 AND J. 1 BLEND ALL EARTHWORK SMOOTHLY WITH EXIS77NG GRADES.
SLOPES IST O D R A W I N G "D
WITH ADEQUATE EROSION CONTROL MA ALL PERWOUS AREAS
MUST ALSO HAVE A MINIMUM OF 4" OF LOAM.. 7HE LOAM MUST BE PLACED _=
PRIOR TO SODDING OR MA77TNG. NO CLEARING SHALL OCCUR UN77L THE LIMIT OF WORK HAS BEEN LAID OUT.
THE EXACT LOCA 77ON OF LIMIT OF WORK LINES ARE TO BE DETERMINED IN THE EXCAVA77ON NEXT TO EXIS77NG U77LITY LINES SHALL BE DONE BY HAND. 7HE C1 TI TLE SHEET
FIELD BY A REGISTERED LAND SURVEYOR AND APPROVED BY THE DESIGN CONTRACTOR SHALL PROTECT EXIS77NG U77LI77ES AND REPAIR ALL DAMAGE TO
ENGINEER. SAME WITHOUT ADD1701VAL COST TO THE OWNER. C2 EXISTING C C) N D I TI O N S
ALL UNE AND GRADE WORK AND UT7L/TES SHALL BE LAID OUT IN THE FIELD PITCH EVENLY BETWEEN SPOT GRADES AND FINISH COUTOURS ALL PAVED
BY A C1V/L ENGINEER OR LAND SURVEYOR REG/STEREO /N THE COMMONWEALTH AREAS MUST PITCH TO DRAIN A T A MINIMUM OF 1/8" PER FOOT. ANY C 3 EXISTING C C: I D TION S
OF MASSACHUSETTS DISCREPANCIES NOT ALLOWING THIS TO OCCUR MUST BE REPORTED TO THE
DESIGN ENGINEER PRIOR TO CON77NU/NG WORK.
ANY AL UC 77 N S LL THESE ORA WINGS MADE /N Y T FIELD DURING SUBSURFA CE EXPL ORA TIONS WERE CONDUC TED B Y THE DES/CN ENGINEER ON C4 GRADING & UTILITIES
CONS7RUC770N SHALL BE PROMPTLY REPORIEG BY THE CONTRACTOR TO THE
DESIGN ENGINEER. SEPTEMBER 18, 1990. TEST PIT LOCA77ONS ARE SHOWN ON SHEETS C2 AND
C3. TEST PIT RESUL TS ARE SHOWN ON SHEET C9. C5 GRADING & UTILITIES
AREAS FOR STOCKPILING OF MATERIALS, BOTH INSIDE AND OUTS/DE LIMIT OF
WORK L/NES, MUST BE APPROVED BY THE DESIGN ENG/NEER.
C6 PARKING LAYOUT
ALL AREAS DISTURBED OUTSIDE THE LIMIT OF WORK ARE TO BE RESTORED 7
TO THEIR ORIGINAL COND177ON UPON COMPLE770N OF WORK AT NO ADD177ONAL C / PARKING LAYOUT
EXPENSE TO THE OWNER.
C8 CROSS SECTIONS TITLE SHEET
C9 DETAILS
Drawn By.
SPECIAL NO TE J.B. PAULSON JOB NO: 9008-08
STORM DRAINAGE NOTES ALL NOTES ON THIS PLAN ARE APPLICABLE TO ALL SHEETS INCORPORA7ED DATE: NOV. 30, 1990
UNLESS OTHERWISE NOTED, REINFORCED CONCRETE PIPE SHALL BE CLASS lil HERE/N. SCALE- 1" = '
REINFORCED CONCRETE DRAIN. OR AS NOTED
ALL BACKFILL TO BE COMPACTEDTO 95% MAXIMUM DRY DENSITY, -
DETERMINED 8Y AASHTO T-1800.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED' IN CONFORMANCE W77-1 THE ��' {s+� • SHEET NO.
SHEETING, /F USED, SHALL BE CUT OFF NO MORE THAN 12" ABO ME THE TOP ur M ?' oOUSLAS $Nf'
ETHICAL, 7ECHNlCAL A ✓D PROCEDURAL 57A•✓DAPLS FOR THE PRAC77CE OF LAND
OF THE PIPE. \ SURV'EYING AND CIVIL ENGINEERING IN THE COMllONkA1EALTH OF MASSACHUSETTS. o v,
10'-•N 8. u FOR,
UNSUITABLE MATERIAL BELOW PIPE INVERTS IS TO BE REMOVED AND REPLACED ,✓ ^� ! 4
HATH APPROVED MATERIAL AND SHALL NOT BE USED FOR TRENCH BACKFILL. a\ No 31i25
r ..
D SU2ti -.: 1 L. _
v_K�'
E. R
CAE Date �� •
SALEM HOSPITAL
I "'F ;� N° TE
C, PAIMINC ZOT '
TY OF SALEM /
EDGE OF WETLANDS AS FLAGGED ALL NOTES ON SHEET C7 ARE APPLICABLE TO ALL SHEETS.
BY GULF OF MAINE RESEARCH Q EIV MA SS.
CENTER, INC. SAL�
LEGEND
�Q NAF ;/ AS NOTED ON PLAN
CITY OF SALEM
,� ENGINEER.
ATLANTIC ENGINE'E'RING
y a SURVEY CONSULTANTS, INC.
POND
/ 30 PROSPECT STREET, ROWLEY, MA 01969
N (508) 948-7677 (508) 352-7870
Civil Engineers, Surveyors, Land Plonners
R 83 62 II N/F j
4'2S' I CITY OF SALEM 38 �\
0 4 EXISTING
� 22 HOSPI TAL
+ `, PARKING
�� Q END OF PIPE 2� L O T
NOT FOU
6 O
rn a�
�0
EX/S77NG CONC,
o SPILLWAY S CO-
acX
X0 fin)
�rz� 28 I zap m
�—� 2g I I T (5
0
fn
SS 00 �3
J04' HE^JCH f SARK
299.
/ - S 38'48'17" W L = 06 �' \ > \ DRILL HOLE I—T
10.66' ^� \ /,V LEDGE
ELEI
(CITY OF SS- EM DATUM)
Ap �o pK NAIL OF
l l y I �= FNS
150.00' I �� ✓y ha 2� \ �'
L\\ I L_g4. 18' o�
6 Q� 16
I Y, q0l I w
w cn I
�D00 C)o CTI
� 0 1
_w
N cn \ L_1,346
9' I ✓" 22 ---- \
R=160.00'
II N
n r
09 o co �, z O a F;
EXI STI N G
28 — N
267/ .� CONDITIONS
�I �4
I I� EXISTING CITY OF Drawn By.� JOB NO: 9009-08
SALEM SEWER MAIN NIF Checked By.
J.B. PAULSON DATE: NOV. 30, 1990
ICITY OF SALEM SCALE.- 7 " = 20 '
f OR AS NOTED
_._ .
254.20' -`L SHEET N0.
` N 54'37
C-1 6 N/F +� �o�w e
rn 0) No _
Z� OO EXISTING SEWER NEW ENGLAND POU/ER CO. C 2
r rn o MANHOLE (TYP.)
I
EDGE OF WETLANDS AS FLAGGED SAL EM HOSIDI TA Z
BY GULF OF MAINE RESEARCH
CENTER, INC. PAf�I�IIVG L OT
i Q
NO TE I / D.H. FND.
CO
ALL NOTES ON SHEET Cl ARE APPLICABLE TO ALL SHEETS. k SALEM, MASS.
EXIS77NG N/F 2
HOSPITAL CITY OF SALEM 56 �� U, W
LEGEND PARK✓NG
AS NOTED ON PLAN Lor ✓" — ENGINEER,4 TLANTIC ENGINEERING"
w &
40 S 5x•02'13" w SURVEY CONSULTANTS, INC.
160.00' 30 PROSPECT STREET, ROWLEY, MA 01969
(508) 948-7677 (508) 352-7870
Civil Engineers, Surveyors, Lcnd Planners
I10 �
1�h 5�p
O.
N/F sn �o. /
CITY OF SALEM �gk Oo
44 �°-5F
/ SO
Co
QP1�
5
P. FND.
(51 CD
lz
6-3
R=45.62/Z 0 ��Q
�'� \ EXI STI N G
/ CONDITIONS
00
Drawn By.
JOB NO: 9008-08
Checked By.
J.B. PAULSON DATE: NOV. 30, 1990
SCALE.- 1" 7 '
OR AS NOTEDD
306.95' o f� rn
/ ---- -
// STONE WALL N 54.42 15 E Cr cn CITA a, rn 143.59' /
-Alr' rn o r� 6 N 55 O2 13 E \
0 s / , 1 �► „ ' SHEET NO.
r /
\ rwmc
N/F P E G � � C H. sites
NEW ENGLA✓✓D POItER CO. E 5� �,;: ` �* • �'
�. C 3
SALEM HOSPI TAT
PAWINC L O T '/ ( 11
SALEM, MASS.
ENGINEER,
A TLANTIC ENGINE'E'RING
SURVEY CONSULTANTS, INC
30 PROSPECT STREET, ROWLEY, MA 01969
(508) 948-7677 (508) 352-7870
Civil Engineers, Surveyors, Land Planners
G
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lPROP R.C. HEADWAI-L
PIPE INV. = III
II m
3LASTEDTZ4CK MAY -5F- USED
TO Suo7IE. WITH
cu n n THE ENGINEERS A�(ZOVA.L.
m
5
zr ro
m
v tLLECT2IC raaTESNOTGRADING &
K' - I. HOSY�ITALTO SU-PSL.-Y LIC>HTT�1...ES GRADINC-s ES
AND uG-HT F�xTU'IZE,S�LAM'PS I. V�-RIFY ALL )=XISTING GR.+°."DES ANS �ND �TIONS TUTILITIES
h 2. CONTTZAGTOTZ. SHAI
LL NSTALL CHT LITOLE- 3AS6S AND 5EFO2E -I3E-G-lNNING E.16IW02K. RET�c 1TZ`T
SH(AUL INSTALL AU F'IxTU2E5. 771SGTt6pANCIES TO TH6 1E�NGINEETZ.
\�4� Z• WITZE Sl'L.ES �ZAWG. MIN. C.U. ONLY 2. AL1_ VETZTIGAL GUTtt3S ARE G" I+ICst1 UNLESS
a �¢ GROUND WIRE *4- AWCs. MIN. G.U. ONLY IN ALL. CONDUITS
�O OTHEZzW ISG NOTCp, Drawn By.
JOB NO: 9008-08
0 �\0 4. CITZ4-U- T LAYOUT 3 PROVIDE ONIF02M SLOnE L3LTWEEN ALL
,r ;�P G1rLLU IT- 1 - UT--rETZ T-ArzKINC, LOT + S�oT E✓L - VbTIoNS II C.ON7C) S.
2 -+k2 AWG C.U. Checked By.
v�[r`6j� ' GITZGUIT 2- - LOWtTZ 'PATZKING LC-T -► 2- 2 AWG- G.U. J.B. PAULSOIv DATE NOV. 30, 1990
CIRCu IT Z - 5PAn-E- -- - - - - - R - *2 AWG G.u• Sc ALE. 1 "' = 20 '
uttcU1T 4 - 5nA-MFS - - - - -- ---- 2 - *R AWG- C.U. OR A-� NOTED
_ .. C(2LUIT 5 - 2C ,-,I)WAY - - - - - -- -- ,2 - 4kAwG G.U.
LIMrr op;?
5. ALL POLES AND HAND HOLDS S"ALL 13G PTZOPE-RLY
CsROUNAED PE.R ALL CURRENTM
NEC� ASS E.LE-Gif't
TZIC CODES- �w of SHEET NO.
lo. ALL GONDLIITaFiAt-1.-_ �E GONGjL.ETE ECICASE.SO. LEGEND
$.
DOUGLAS
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Icon
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/ MEGHANICA�.TL�M
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. d � ' " I- A
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ro -SILTATION 'BARRIER LIMIT OF WORK ATLANTIC E'NGINE'ERING
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T F I oa SURVEY CONSULTANTS, INC.
- --- 30 PROSPECT STREET, ROWLEY, MA 01969
'q0.0 S
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Pnpn Sar vlcE Checked By.
M r oSo 5 S2 DATE: NOV. 30, 1990
�rzn'r� 62 J.B. PAULSON
64 —
k 'et ` SCALE.- I " = 20 '
6� �`� OR AS NOTED
_ _
SH OF AMR,iSHEET NO.
NOTE
CONT -kr-krTO ATLTLANG6 WITH MASS. F-LCCTR_IC CO. FOR. NF.I.v /� SOt' p6UGLAS
LjeL0 VOLT SCRVICE U-31-FH TZIOL_EI METETL AND DISCONNFG4 FORGESC . /~ v
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SALEM HOSPI TA Z
ID
AR106 L OT
SA Z L' U, MASS.
ENGINEERI
ATLANTIC E'NGINEE'RING
SURVEY CONSULTANTS, INC.
30 PROSPECT STREET, ROWLEY, MA 01969
(508) 948-7677 (508) 352-7870
CYvil Engineers, Surveyors, Land Planners
p.o
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R s 11.J.50
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1210
R = 1 CURA�S ART
83 Z1T. ERN\ R=75.00,
C �
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E
R s= 0599VAG 21
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e 1
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• V
9.00,
tom'
N R = 4U 00'
ASd 39.
g H.I - LAYOUT NOTES PARKING
I. ALL 'DIMENS\O NS TO C.URt3S P%TZE TO FAcGE OF CJUT?-TS
900, v `per {,L. NOTE: GROUND COVER Z. Al--L ANGL-ES ATLE 90o VNIF�SS 0T1ri6TLWISE. NOTE7),
tjp, a GROONT!, COVETL T--LANTINGS ATLE PS SHOWt4 3. TOPSOIL. AND SEED A" M STUT2IiED EAT2TK UNLESS OTHERW ISE. SNOW N LAYOUT
ON 71A DRAW Ir1GS. y, GT2.ouND CAYETZ SUCH AS HA-�Y F_NGLISH SYY, GREEpINGPHL� OR BUGLE A3UCA MAY
-- PLANT SYM. _
BE USG>] W\TN TllE ENGINET^TS ATS�ROVPL� 1N
OCH GTZEEPINGT�iI-OX PNX �
AREAS V/NLTZE LrJAYv\ AND SEES 1S NOT Drawn By.
H
13UGt-.5 A�U G A ATG JOB NO: 9008-08
O
G �\�.� Checked By.J.B. PAULSON DATE: NOV. 30, 1990
SCALE- 1" = RD '
PLANT LIST OR AS NOTED
_LWORK-F _ SYM. CITY. BOTANICAL NPJAr COMMON NAME rtEQUIrZEMENTs S1 E °
HONEY L OGUST •PETL MIN SHEET IVO.
M 3 -->.IR'F'RN ESE MA'PL6 8+-Ii3,teCA 'I^EfZ MIN
. .' VAI: N 1� •'
N.S 3 MYRICA PENSYLVEAICA NORTHERN BAYCiERRY $+I3 Z {" 1 � w ��35/
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N M. 13 AGER PLATANCMES DEBRORzv�/AY ME.
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SALEM HOSIDI TA Z
IDRfflNO L 0T
SALEM IVASS.
-- ENGINEER,
,!`SILTATION 3AT2RIE LJMIToFYvoRlS ATLANTIC E'NGINE'ERING
PROt"� ZIT.FAV iNG TO s
SURVEY CONSULTANTS, INC.
MEC-T E,XISTINC,-PAVIN(r s"-
30 PROSPECT STREET, ROWLEY, MA 01969
1 —�- - - - - -R = 550'- 7.
- - 179'--
S 544420" W (508) 948-7677 (508) 352-7870
ExlsnnG L = 10.58'
97 DO'
PnvEMENT lfi� Civil Engineers, Surveyors, Land Planners
00,
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o � I 9.00
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NOTE ' R - 5 5.00' O R = 5.00
L = 85' 2.13' L = 11.3
THE T-AVED WA`s FROM CL-D T20AD AT- THE `PRC)TzOSED 10'71'
"-MEET EXISTING I c., fes,
ALUMINUM GATE THTZ000rI4 TO "PARKING LOT .1.. IS
-1 S A S i
R = SOP
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UTILI�E.D FOR HOSPITAL_ 'DEL\V ETZIES. ST (MUST �E L - '30� o p 9O0' I ti
KEPI- WEI I GTZADED AND FTZPF OF DEZaIS 1 tom.
R = 6a.00, L= - -- _— —=-1._—L=-�—
EQU IPMENT AT STOTzA,&E MATETZIALS AT ALL TIMES. L = ra.71' 1 —�
\�-1288.00' N 54 44 20 £
/P "1
261.00' N 5444'20" E ALr
---- --- ----------
`o �+
PO_ SEEP 46'
p.�. I
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t,� o 53 S A ES ` o
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LAYOUT
5544420" W 477.00' t-PROTP ZlTuMINOUS 1ZETZK (Ty �-� Drawn By.
JOB N0: 9008-08
Checked By.
k% _ J.B. PAULSON F- ATG -- DATE: NOV. 30, 1990
_�
SCALE.- 1 " = 20 '
OR AS NOTED
"u SHEET NO.
RESURFACE OLD 1-2OAD FROM THE ?TZD-POSE_D GATE TO � , —\ •.
°rF WILSON STIZEET) AT- PTZOX I MATELY 700 FT IN LENGT40 AND =
14 FEET INAV>=1ZAGF- WIDTH , tWORK TO INCLUDE, AS RE.QUIRE.D)
31r25
GRINDING INPLACE- OF EXISTING TL.EGTLA'DIN6- GOM'PAGTING PND
GTzADINC�, ADJUSTING F-XISTING STTZUCTU2Es AND 'PAVING C 7
WITH ?. INCHES 0F73ASE000TZSE AND 1 INCH OF FINISF{ CAUR,SE. 310 46
SALEM HOSPI TA Z
ID
ARKNO LOT
SALEM MASS.
ENGINEER,
' A TLA ATTIC ENGINEERING
SURVEY CONSULTANTS, INC.
\ 30 PROSPECT STREET, ROWLEY, MA 01969
60 (508) 948-7677 (508) 352-7870
Civil Engineers, Surveyors, Land Planners
\ EX16nN6 GRADE
r
J
PRD�
Q��
I
6RA0.c
\ H
� qo
� Q
= N
\ O d PROPOSED GZADE
40 \ 30 _ �FAiSTING GRADE
-
FLA¢Ep EUD PIPE
Z Rc
� - -
0. 02 r r _ WITS =RIP -
25 98 P
,
W -
30 EXISTING HPADWALL LO
APPROXIMATE ELEVATION TOP OF CORED TUNNEL -
8 ,
20
APPf�xtrlArE EL.VATION pF to
N%=2r -- KJNEL
10 � D
0 50 100 ,'50 200 250 300 350 400 0 50 1 o0
HORIZON77AL SCALE.- 1" 40' H0RI10NT IA L. SCALE: 1" - 10 '
VERTICAL SCALE : C' = 8 �
IERlICAL SCALE. 1" = 8'
.SECTION B - B SECTION C - C
80
70
W EAR I N1G COURSE
Ex15TING GRADE '
_
60 COMPACTED GRAVEL QA5E
� � NO STONES LARc�ER THArJ 3°
\ _
\ c a1 STABLE gp,SE OR COMPACTED GRAVEL
A
III=1111 II= II
1111 Jill llll FILL EArENDItJG TO STABLE a&,SE
''ROP05EDR GSD ~ IIU = IIII
E
50 \ WALK WAY SECTION
WI \ € WEARIOG COURSE
Z \\ v _, f3iNOER COURSE
, L
J
Z /'� (�'�K
g 12° COM PACTEO R
GRAVEL RASE (
`J OSS
\ Lu `13 IN G'� LAYER5 NO SrOQES
LARGER TH3"AI � SECTIONS
0. NOTE
' SECTIONS A-ASB-Li, AND C-C_ ARE A.PPT oX IrnATE liI=IIII=1111=111 =1(71=IIII=IIII=IIII
\ ONLY PLAN VIEW CONTOu2SANTL> STAT GRJiaE S =UU=1111'/lII=1111= STABLE BASE OR COMPACTED GRAVEL —
30 SNo )L b Z3F tELr. IIII=1111 = 1U1 Drawn By.
\ FILL EATEIJOI NG TO STALE 'ASE JOB NO: 9008-08
Checked By.
J.B. PAULSON DATE: NOV. 30, 1990
SCALE.- I "
ROADWAI '• PARKWG 5ECTION OR AS NOTED
20
' 0 50 100 150 200 150 300 350 400
SHEET NO.
JOHN
HORIZONTIAL SCALE- 1" = 40' ULf s
PAAUL` .N i
VERTICAL SCALE• 1" = 8'
SECTION A - A C 8
SALEM HOSPITAL
PARKA16 LOT 'L( "
SA
II Z Z U, MA SS,
I
,
'
I
I 11
� I
' Il
R-3701 _,.Series -_—
ENGINEER,
ATILANTIC ENGINEERING
ES aph e1 � I C C
_►_ J l
SURVEY CONSULTANTS, INC.
7" REVEAL 1 ;l; ��
iz
^'` 30 PROSPECT STREET, ROWLEY, MA 01969
_ (508) 948-7677 (508) 352-7870
NO r TO SCAL E
r 4 Radius _ Dim°n,iD, <, Civil Engineers, Surveyors, Land P/onners
Cemloy For Pipe W1 Seuiny PLAN VIEW _
1B t •• No. A 0 Size Ib,. MCIIgJ Nolm -
yll 2'-a
A --_ ?sD•b -___-,_,.N e,ry I,.•^,,, R]101-e 10 12 .I o D 29 on 21ao1, Cml Iron MundiO.
GUTTER LINE _a.:e e. ✓ .+ � Ra70LIo 20 12 ''.o 05 on 2NooL,
M.
yo
R-370I.I2 22 16 l2 100 on'1 k eanomolbap 6"nu.
Side Elevation — T r
11 RJ7J1�15 15 IT ' � IS US on LhwH belo.v 11,,-
Front AuO
Elevation �,.__" - i. :_, _ , . ?��'' o � o • ,, R.nol.le xe xo - le u; on 21•ooa
GRA Nl TE CURB INL E T_ Ir" — � - � ]I '
led T <.
— -- nr°hd;°n.� I NO rO SCALE
_P AN 6LEV AT 117' � SS=CTION A_A T� C TT TRAP FIG.A-STR�T CONCRETE HEADWALL FOR PIPE CULVERTS INLET OR curt ET), GREASE/OIL 1 RAl
6•X 18" (DRAINAGE — HEADWALL NOT TO SCALE SEC 7/GNC-C
GRANITE CURB -
7" REVEAL OR TYPICAL RIP-RAP ENERGY
BIT. CONC. BERM ADJUST TO FIELD DISS/PA TOR - - -- -
1'-0" 8' LOAM h CONDMONS
_ FINISH COURSE SEED FINISH COURSE
8" LOAM k
SEED 6 - ---- --
PAr-1 PAVEMENT r�
BASE COURSE BASE COURSE I}'IO D - s54U z"o n. SStiO REINFORCED CONCRETE PIPE FLARED END
C>ALVAN IZELT� GALVA N
IZ6D
.. . G - —
-'12' COMPACTED � :�:.; ""' � � 12"11 COMPACTED ATE"�: /l
GRAVEL BASE ,GRAVEL BASE — L---CB
EQUAL SPACIN(r `` I I R
r 13E.o v(EGN FLAT OVETLLA-PPING
CAPE COD BERM VER TICAL GRA N/ TE CURB c RZUNr� SUT�t CTZTs 13RAC.k ET P.� EACH C>RDJN I D
GATE ENS) WITH x
- � 'IeL posTTCFXTEND IN 'flIA HCi_ES 3' A
- -�+ -r--:-- A M IN I M1 UM OF
EU IT A'8LE FGT�. -- - -----
6 3 F7 13EIL01N FINISH -�- --___ Et
G R.AD F_
R.000'PSI -------- --- — is A B C D E R - —
CONCT2ETC 12" 4" 2'-0" 4'-O7i°" '-0" 2" 9"
SASE
15" 6" 2'-3" 3'-10" 2'-6121/' 11"
DECIDUOUS TREE- n
3A P PI E/9 GATE 18" 27 3'-10" 3'-0121/2"1,1
EVERGREEN TREE- Prune back %4 ' on site. 4 q7-'E'-T - -D 3'
Ground line to be some as existed �j� {�
Spray with ontideslcant per manufacturers instructions if /Y• 775.
at the nursery. foliage is present
n Double strand of 10 gauge twisted galvanized wire.
Hose _ �(�� r" "o�4V 2%i" Dia., 10' long cedar stake with notched end ( 71 ex
posed ) 2 per tree.
FRAME B C. ALL 2
3 Guys of 10 gauge twisted L£BARON L CR t.=
Fold back burlap from top of ball. FOUAL- CL W15 L_
were 120° apart around tree. FULL BED OF MORTARM
\ l DRA ' AS RELY//RED EIX/AL
2, Mulch zA).1huE STEPS ATFA:FMEA'J
111 MIN.S [OUR5E5 Or s.�ices rose
Turnbuckle ----- � soil T�-z-
- Backfill with } eat moss at 3: 1 ratio by volume US£O FOR ORAOE D
f- AJUSTMENr FRAME TO BE SET IN
- topsoil a P - _
n 5 layers. Water each layer until settled. FKL '-So OF MW7-.R
e.W =Wx re
4° Soil Saucer Li•
M .,2oE s
Vd O ~ MCRJAR F/LL
4" x 211 Stake driven flush rl I Wrap deciduous trees over
n�U y r--MORTAR ALL JD/h!S 2 p W A.�pL'ND PIPE
Idio. with burlap Or asphaltic SUPPORT NET
With finish grade. " �e�i --12'R[ FIRE
POST - cu..LrcR g-MIN W° NOTE
Krinkte Kraft Tree Wrap / FILTER FABRIC
c �, MQ
WHEN A TO MAi LH
W'N£n Pcss/aLE ¢ T O1 L4 &TLF_ASE RAr-�T - _VC
aT A.L L
' �S� TOCOPS/ PRECAST eer:cE£re NnL \.vvRrAs£o ./o/nrs ISE INSTA>_LE.
�"Min.� 6 for plants Upto 4' nt, b lap4 .�rO [D!/FORY Wi ASLHC�TB T2�
I.D_ PEINFORC/NO PER ASTM A-!25 ounETu C,P.TC.H {_..v �S 1 N QUT--E"T-S.
Min. 81 for plant over 4' ht, ry x s MIN.
Loosen
12" Min. SeAL AL '/ O
Subso+l / BACKFILL ENacs. O
SEAL ALL fL OOR OF STR(KTUPE TW Se ? b
O°EN"WS ,. - !LEZLIes LA/O FLAT
' 1 WATERT/G•IJ
B•rIN PR:WT L:NL _
— -- Equal to twice ball diameter. - Fnl qac S5 xn e5 s-0ravu
h
BR/CK CHIPS B MORTAR �••.
- II'OFFTN OF � OR CEMENT ttvXPf T£--- ---�� --_
CL ASS A.
ON STAELE 945E �-l1' pEPrH OF S/4'-/%2•
. . , INVERTEO ARCM WITH STONE C.V STABLE BASE
BRICKS LA/O ON EODE
TREE a SHRUB PLANT/NG DE TA /L NOT TO SCALE DRAIN MANHOLE CATCH BASIN
TYPICAL CROSS SECTION TYPICAL CROSS SECTION
NOT TO SCALE N07 TO SCALE
MwIetJ •,HeenNG Tj TEN SHEETIN4 LEFT T YPICAL SIL TA TION FENCE
8E REMOVED /IN PLALE A-0-15E.
FINISH ED GICAD6 FINISFFEJ7 6¢ADE SET I BALE PERPENDICULAR
- ;RF(iIAAL 62D1W'7 S'1PFKE
II NAY mNi:: ! uI D1H EVERY 50' ON SLOPES / - - ---- IMI ID 1,19M'E ITRtATNtNr AS RE D -
�'I(W)KaA_Q19FD To lu 7'-0 OVER 5% , T%WCN EcuvAT10N As
h s�� - _ N PLA'A LwLW W DETAILS
t SIDE MIN(, vtcKmeNLM PR ,75 -INur T- SLOPE
of 3M FETING. _ oc�/w _�_'� �� � / TRBNLN E;Uv,AT L'Fl rrP. TRArA(M NA{.WpTH f� ♦ -..--.i E y I TYv. ,ns P[AwL)eN aF'P,aE
cur HEKE AND F.F vE r(?P N ���/ -- L 'y//r yOF(PIPE IN
N `PlACE4ATIUL �.eE.,NL WQE»DHP°SL� AOI
/ fIGIVAt10 fb°y/r N V
PwTIoN UHeN tHFe-IMG K n - T orj_' 1 -
SHEETTIG To 2e u,'r I ORDERED LEFT IN FLxG I' STAKED HA YBr.LES 7Y" I -�L*-'vAr�N,rs N m
HERE AND MPIOVeD 5TRINGERS END 70 END _ --TRENCq e,ecx:I.y It ;coR RarX FlUCV10N /
OF yI vTeD EucAVA rtO (NEAr LRE IW OF I
,4 / d Z i I NATEAtALS OL SPC LIAL MA(. (AI rN
I� CA<rFILL A.r0.8 E. - I/1 GEPok:r FblA(
1 F NOT oR1PFO ` ° • t ' I —~'�. i h 3 - ° Leers Fart w-Kn muvAncN brawn B
I.EfT IN rYALe \` THIS QL{ANTITy LIF E ED LEE ' I / s r. TyP Is 04AnnrT - y --- _
PAID FDR WHEN oRDEKED LEFT
IN PZF { e RK,L r CAVANON ,NUUDES
.^1p FAYrtEM- POR 5NE{1N4 I•-L" INY cnI SPOIL FROM I a - PIPE ISALRF1L.I. -_-- -- wipe,_ •wouore OF vNPn reD JOB N0: 9008-08
HoT ORDFR.eD LE-FT 1� R1.1Nri .- / -- MIN.RPG neDa Na 00'/.LONPKriON(RY ytncTOa) w 14rt0 PIP, i a 500'mG AND _
PLAG£. PIPE ' BALE TRENCH I I ,F -,e NAnve 5o,Ls,PP t er RDa,S P,R AND TAe,LCN yACaFILL
-P ISNMATERIAL,FPRr2lfltA<I'N t Checked By.
A%yy I A 4 ATE: NOV. 30, 1990
r F l rGr TG[�N RAs.E I D L' ,�
I'L64LING _ =ll®= >•I a' lr '�l� s " o eLD. J.B.JBPAULSON
I OR ALKS " _ _
/ tJ i/ rl/ ✓I - (� - 'uv.'PhrC-D PIPE 9NE e11UFILL I '
p
G'• NOT r0 SCALE. - ----- -- ---- NAL.IItc Duo- (MFKTEp yLYp ,.y 1. �1 6'M'N SCALE:
AS NO�G
2•-O h)tiN'of,�pBE.� U - _
T12NG eorttN PPE OE�xI,I'' f
F xcwarao e BALES TO BE TIED w7 - -
-
_ E9oTTi7H '
NO TES /
\ ❑N DHNRB,D HAl ER14
`�F•;-u Wot�:
ORGANIC FIBER 7W/NE ONLY, �-- -
AU- SHEETING 'M ee T16HT NO PLASTIC OR WIRE. _ --"II --
OR LNTp.RIdGKING ANpp PRI\,LN ':Nw•rsat5 TDryeN WynuM 1TLENLA4 ,AIDTN SHEET NO.
PRIOZTp BZLAYMTIOTT, 2 HA BALES TO BE SECURED W/MIfN TWO (2J , r" (µu4I4R eAxF,""ioa AOD.e.E M MTRE4LN w+ 5'
TYPICALSHORING DETAIL WOOD STAKES PER BALE, ORDRIVENfB"MIN INTO GRADE
TYPICAL SHEETING DETAIL , _ TYPICAL TRENCH DETAIL
NOT TO SCALE - -- TYPICAL HA YBALE DETAIL GROSS SECTION
NOT TO SCALE C 9