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To THE RULES AND REGULA TIONS OF P.", N NORTH ANDOVER'
43 AN INDEPENDENT ELDERLY HOUSING COMMUNITY
THE REGISTER OF DEEDS. NUMBER OF HOUSING UNITS o
0 20 40 FT HOUSING AUTHORITY ON
GROSS FLOOR AREA 67,168 S.F. 20
71
57,646 S.F.
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rR ST' -J73-0310
43 SPA CES
f 60 SUMME RAVERHIU, MA 01850 TEL. 9,78
NUMBER OF SPACES REOUIRED
AUTHORITY. 0 2001 BY CHRISTIANSEN & SEW, INC.
NUMBER OF SPACES PROVIDED 63 SPA CES
2. THE FLOOR AREA RATIO FOR THE PRO.11 IS 0.61 IFONLY THE AREA FOR
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sm I i T" DWG. NO. 99048027
...............................
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J-7,hr--, - - - - - - - - - C
28
-29- - , 4CP
ZDGE�OF It i
N lit 25 6
m
54
rAn'w-
-28-
-VEGErA-CEd _WMANDS
-3f-
J
-8
00
- _SILT FENCE BACKED
STAKW HA Y
r%fo
SALES (rYP.)
6
7
TOP
g -
__30
34-
j
L Ul
JON T 60�
'�R
-A-RE-k 11,769 S.F.
100 YfAR-PLOOD
LIA41T OF BUILDING
ELEVA TION
OVERHANG
�0'
'MO
ole
g\
\'q,
Now
\STONES TO BE
9NND-PLACED
ALONG THE
SWAL-E,-TO
PROPOSED BUILDING
X, > NA TURA L'tY,ARMOR
THE 84NK FIRST rLOOR ELEV. = 43.5 TOP OF �
SAsEwtw FLOOR ELEV. 33.5 3( RANK
................. W�"
134.COP Cc
A-f 'Z
AX
NN, n:k
RIGH
ffil f
T OF WA
RISTIANSU4
y",
N'
CIVIL Z;3
.2
_"V
NO
B_
g�g
INY 36" Isl
' _44 HEAL) (8
INV 4 X'\2" BOX
Orr
HEADWAL
CULVERT 30.25
INv,
INV 0"12-
CA
RCP 3 1.00
1-5 34.76
INV 4' X 2' PDX
46 t
CULVERr 3p.5
0
A
de,
PA VED
A
I-f4 DRIVEW4 Y
RI
81TVA411VOUIS BITUMINOUIS RAMP
DEFINITIVE PLAN.
A
1-13
airumINOUS, SIDEW
SMH RIM 36.18
INV. IN 36.18
PLA NNED DE VEL OPMEN T
f"lz -------im- INV. OUT = 3.3.21 FOR
INV. IN 36.66
y:12
1-12
"*RIVERBEND -SSING"
I CERTfFY THA T THIS PLAN CONFORMS CRu
TO THE RULtS AND REGULA TIONS OF
THE AN iNDEPENDENr ELDERLY HOUSING COMMUNITY
1-10
ZV
EDGE OF PAVEMENT
REGISTER OF DEEDS FACE OF CURB
10
N 1-7
__'_v ON
7131101 —40�
DA T5 A GREEN STREET
1-9
OBUOUE MW STOP Sf
�vw
SMH RIM 44.6'7 IN
FOR REGISTRY USE ONLY
INV. IN 39-69
- - -42- - - CATCH BASIN
INV. OUT 39.23 1 r7
NOR" ANDOVER
EDGE OF BORDERING RIM 45�48- JWA SS.
ARIABLE
112 MAX VEGETATED WETLANDS -44- -lmv-l�� RCP IN 40.93
PREPA RED FOR:
1. CONSIRUCrION MAFERIALS FOR INV t 8"' RCP IN 37.77
X,
Hl"DICAP RAMP W BE SIMLAR INV 30" RCP IN 37.�58
PLANNING BOARD
INISH PAVEMENT GRADE
g' R/
CHMOND REALTY TRUST
TO �WJACEW SIDEWALK INV 30'" RCP OUT 37.07
ELAN
Wj OF OVER SCALE. 1" 2'0 DATE.- MARCH 28, 2001
g�
40 Fr
20 ol . 210 REV.: MA Y 14, 2001
CA TCH BASIN
PROFESSIONAL ENGINEERS
SCAL
SURFACE COURSE E.- 1" 20' RIM 45.85 PA VED CHRIS TIA NSEN & SERGI LAND SURVEYORS
DRIVEWAY
INV 12" RCP 160 SUkkA5R ST HAVERHILL, kA Of83O TEL. 978-37,3-0310
GR.4VEL, OUT
2.42 0200f BY CHNSTIANSCM & SERGI, IlVo.
NOTE. A STOP SIGN 4
S EC
A—A WITH STOP LINE IS
TO BE INSrALLED A T 250".+ TO WAVERLEY ROAD.
THE 114TERSECTION OF WIDTH OF PAVEMENT VARIES PROPOSED GRADING PLAN
k
HAN W,lP RA DA M' GREEN SrREET AND FROM 23' NEAR WAVERLEY
m TO SCALE WAVERLEY ROAD. ROAD TO 31' HEAR PROJECT. SHEET %5 U`F 7
DWG. NO. 990480.07
S
SHA WSHEEN RIVER
360.36'
40
LOT 28
10
to \cj
HEADWALL #3 :0 IV"
INV TWO 12
26.25
INV 54 RCP
25.16
R/o,"�,
I;I xl;I/,//,
Z,
EXIS TING SAdH
-7 21,
RIM (PROP.
PEE VIM
"N'
IAIV EXIST. 15'4' VCP IN 23.1*
MOW �§zg/,
6 X 6 T.S.
INVPROP. 6" PVC IN 24.30
IN V EXIS T 24" RCCP OUT 22.8zE
GA TE VA L VC,
6
& HYDRANT
W
6 X 6 T.S. &
00,
6" GA TE VA L VE,
4: X 6" T.S. &
GA rE VA L VE
M A
-x
g%l 10M
U
0 T 6
...........
W
"g,
'g,
MI/,
LIMIT OF BUILDING
OVERHANG
x
ME,
g/m,xv
g
N
VEE
,Q
IS
INV 6" Pvc
'A
SEWER SER
rZ
STONES TO SE
LIGHT POST (TYP.)
-PLACED 30.50
HAND' A T
a
SENDS ALONG THE
SWALE TO,
NAIVRALLY ARWOR No.2889E
THE ( (TM)
PROPOSED BUILDING
U POLE
"UNAL V
FIRST FLOOR ELEV. 43.5 #1294
SASEMENr FLOOR ELEV. 33.5
0
INV 54" RCP
33.08
\,W
EXISrING RIGHT Of, WA y
X�
All
o
INV 56" RCP
RCP
6
HEADWALL
36.88
;x,
INV 4" X 2" BOX
HEADWALL #f g
CULVERT 30.25
INV 30- RCP
INV rEmp, 12"
0
ROP 3 1.0
34.76
INV 4" X 2" BOX
z".
CULVERT 30.50
A
4/0",
PA VED
X.,
DRIVEWA Y
717VE PLAN#
DEF"IN/
W'M
ELAN- SUH RIM 36. 18
JNV. IN 36.18 PLANNED DEVELOPMENT
ME-1
20 0 20 40 Fr
INV.
IN 36.66
IIVV. OUT 33.21
rEM SCHEDULE FOR
DRAINAGE S
-T- STREAM -DOVMSTREAN PSTREAM I LENGTHOf PIPE PIPESLOPE
UPSTRAM UPSTREAM DOWN 6O-W-"-T-R-6M- 20'
SCALt,
REjjjRg2jgEg URERIM (mvERt INVERT
Fr/Fn
I CERTIFY rHA T THIS PLAN CONFORMS PIPERM slzlj� RI VERBEND CROSSING
OTRUCTU _W I
_STRtJCTUK STRUCTURERIM
To THE RULES AND RE'GULATIONS OF
OF
CB#1 4518 40.93 26 12-RO�P 0.0604
rHE REGISTER OF DEEDS. AN INDEPENDENT ELDERLY HOUSING COMMUNITY
6-50
DMH A 3010 X,
CB#2 33.70 ON
X ,�
71
If/Of U. POLE
DMH A Af 1293
CB#3 �33.1 5 33,�5 29A6 29.55 12-RLP 0�01 11 GREEN S TREE"im
DA Tt
t,,z,
... ............. DMHA 3�-50 1NF.AREA#j 29.30,_ 25 0.0100
N/A C�f 29.55
SMH RIM 44.67 IN
FOR REGISTRY USE ONLY �lf"ll,
29.30 164 12" CA TCH BAS114 INV IN = 39.69
N/A ___DMH 8 32A5 27-64 �SP OZ269
I NF,AREA fl,
INV. OUT 39.23 Ll
RIM = 45, 18 N'O%R TH A NDO VER, MA SS.
12"R P 0.0329
-PUDWALL 1 DMH B 31-00 27-64 102 INV 12" RCP IN = 40.93
Y, ALL Of" THE ROOr RUNOFF IS TO BE COLLECTED IN GUTTERS AND DOWNSPOUrS AND PLANNING BOARD PREPARED FOR-
INV 18" RCP IN = 37i
DUH E IS TO 9E CONSrRUCIED TO THE SAME SPECIFICArIONS
DIRECTEO INTO DMH E.
DMH B, NIA 27.64 2e-26 42 12"ROP OZ331
As THE DEEP sump cATcH &Asijvs (sa coxsTRucriom DETAiLs), ExcEpr THAT IT is TO WN OIF OVER hVV 30, RCP IN - 3
to HAVE A STANDARD DRAIN MANHOLE dOVER AND THE OPENING OF 71HE OUTLE7' HOOD RICHMOND REALTY rRusr
I p V 30 R-CP OUT -
CB#4 32-20 0_MH C 32-33, 28j0 28.45 13 12'R(,,P 0�plp is To BE scREExED ro PREVENT LEAVE.1 AND orHER DEsm.5 rRom ENTERwo rHE
0 20' DATE,- kARCH 28, 2001
tNnL7RAT7OA( AREA. SCALE,
32.20 DMH C 32.33 2870 28.45 63, 12n ROP 0,0047
CB#5.
REV.: WA Y f4, 2001
0-
2. THE TEMPORARY 12- RCP DRAIN BETWEEN HCADWALL 41 AND DkH B WILL BE
28.45 28 12"HDPE
'Or.
___pMH C 32.33 INF.AREA#2 WA .15
ABANDONED BY SEALING IIHE 640S OF tHE PIPE WITH BRICK AND MORTAR WHE14 THE CA TCH BASIN
PROFESSIONAL ENGINEWS
PRoposED REPLAcEmair swALE is CONS�TRUCTED AND SrABILIZED. RIM = 45.85 PA VED
CHRIS TIA NSEN & SERGI LAND SURVEYORS
INF AREA#2 N/A DMH D 3Z06 26.,92 2�6.82 4 4 EV_C O�02$0
DRIVEWA Y
INV 12 RCP our 160 SUmmCR sT RAvERHILL, uA otm ra. 97a-j7j-o3io
3. 7HE 40CANON Of' ALL UNDERGROUND U17LITIES SHOWN HEREON ARE APPROXIMATE
INF.AREA#2 N/A bMH Q 32.55 28.12 28.02 4 6 LVE 0-0?-�Q AND ARE gAtCD ON A COU81NArION OF rIELD LOCATIONS AND COMPILED INFORMA710N 42.42 62001 BY CHRISTIANSEN & SERGI, INC.
FROM PLANS SUPPLIED BY VARIOUS UTILfrY COMPANIES AND GOVERNME14T AGENCIES.
HEADWALL NIA 26.50 26-25 12 --l2fRdP 0.02Y IN ACCORDANCEr W17N M.G.L. CHAPTER 82' SE0770M 40, INCLUDING AktNDMENU, ALL
DA TE.
CONTRACTORS SHOULD N071FY 114 WRIT114G ALL UTIUTY COMPANIES AND oovERNkair
NIA f 29.40 29-30 12"Fkf'P 121�7 AGEENCIES PRIOR TO ANY EXCAVARON WORK AND CALL DIG-SAAE AT 1-988-&G-SAAE. UTILITY PLAN
32.80 �NFAREAfil
SHEET 4 0fw 7
------ WON .00m
DWG. NO. 99048027
ULE OF ELEVA LIONS
C N ENDS I01_O"�:,,
1. CON M 4,IIOO PSI AFTER 28 DAYS, �� FOR �s O � PIPE CULVERT � ELEVATION ibA fb ELEV ATION f,B" ELEVATION ffC„
- - 2. RENT NG: H-2O LOADING, 4 4/4 X
,.� ,�4�" elA. sA'ANI�'gLE INF'ILTRA-�`�4" `,✓`DET° 'IVTI �U AREA 1 .�0.i 2�'. ? .�T.4�'
i DETENTION AREA 2
3. �IIPLAP JOINTS SEALED �ITF( 1 STRIP OF � ..u..�.,�.,...�.....: t� -,____��.�.�..� ; �a������ � 6,� .�9'. �' .8�' .�"6«9�'
1" BUTYL RUBBER SEALANT. 77
E
of C? Eli'.
4. EACH CASTING TO HAVE LIFTING HOLES J �� ,SEA' FC? C�"a��
/ CAST IN. ,°'�
PLAN MEN - /' k t � flAW N � 1
-�
' 3 a - ! 2" CRUSHED STONE
.. l' CAST Gl3ENIl1�" Ft�l� ,..__ e✓" ',/
S" " HDRE INLET PIPE " I.G. PRE-cASF REIN-FORCED
CED
8"ji 24 if I. � � Elm' REWIRED)' f cowww RtsE �s cnoNs
�• efAms
� s f2
NEI T VARIES) A "A"
PLAN VIEW A ,' _ _
FRAME GRATE TO MEET TORN STANDARDS .. .: .�. CLA
o �` �q p&p& � s�;�� ��• � �. ��� cs���� -� � ���yy �y —. 3/"4 F0 �'-1,r''.�'" +rR�'aHLfC1 FOA+`E:
p 1.3 ' C-07 AROUND DRYWELLS GI+I
� SIDES AIYLa ENDS, 6 LII�ILDERNEAFIf
1. CONCRETE: 4,000 PSI AFTER 28 DAYS. E AT O ca z� 0 ? � � ► � @ � � tJ
2. REINFORCING,, H-20 LOADING 4 X 4/4 X 4
" rr. �._ q �t�'� .�.. 8✓''iaJ�l�f+f�:&7E HOLE
® F y W.W.M.
cv�i .�' q
�/ 4J
QN
a 3. SHIPLAP3INTS SEALED 'KITH 1 STRIP OF s' 10
x 1 (TY
�t 6 «.
« � ' 1 CIfA. BUTYL RUBBERSEALANT, I �, ���. � F� �` w,
;. a. . I �FNIFARFE MATERIAL IS FL? BE E1t`CA1!AlEl3 CtGIF
a �
W HOOD
T ELL
., € i" a sae TO THE DEPTH OF INE NATURALLY OCC�IRING`
_ 4, EACH CASTING TO HAVE LIFTING HOLES �a. � � 0 .� � 5 �� �.s� � �.
Y '... MORTAR S .STAFUM ANY FILL MATERIAL USED To WRING
CAST IN. F 9 s _ � TtlE SlI6G17Al7E ELEYA77ON TO THE SOT rOM OF
i .�.
7HE' lI1FlLTRATft'N aE7f E FfON AREAS SHALT. MEET
y:... a - g x4 k� ...gym.. y,r+w X
OUTLET 6, .. Via.a .. e 44 ,t 2 ,
,.. T BE LABELED AS NOTED. FOR /: �7NS Pok SEPTIC'
5. EACH SECTI€7N O _p *s a 1 FIfE 1�lAaS IIFLE V S#'EIFIG,ATf
w,a R EL A �' 6'� —li f 1. ?' I s I�It T" SCALE . A MlN1kUJW Of 2 FEET cF tH SAND
Y - " _ _. .w w_. _ v,.: FILL SHALL OE INSTALLED' BELOW THE 007 FQl4I
, - S. MANHOLE STEPS 12 D.G S2 PF- s "' s _ � ys , ' NOT T "GALE
r
OF 7ffE' lNFlLFI`�AFI�N AREA
�.: - g
ri E- 7. PIPE OPENINGS CAST IN AS REQUIRED. 7. t` „ ,>.: is , I MLOSTUM � g— a. — QWMl USE JUMBO DR'YWELL BY S'HEA
✓. " _ CONCRETE OR APPROVED EQUAL).
r $. B SLAB TOP AVAILABLE. a _ TYPICAL d INFILTRATION
2 4 a H2O LOAD RATING IS REQUIRED.
k.. r
5" '':: '. 5" IN TS ARE TO RE °`
C'd'�NSTRUC7 "A BRICK
CONCRETE 51
MASONRY OR CLASS "A"
-- 4 HEAD LL
NOT TO SCALE
SECTION HELL SECTIt�tl NEVI
CA TCH 8 :� - DETENTION
NOT TO SCALE NOT TO SCALE A A ,
. HEADWALL
s 2, '
4" LOAM SEEDED WITH CONSERVATION MIXTURE
OF GRASS SEED AND COVERED WITH AN
EROSION CONTROL MAT, �}[{���� ppyy �(/y/ py ' �' t9�11V» 6
PAWS$:/ i.Fl"Y�A��K/' '..�. �, G7,rE f
3 1 SIDE SLOPES w W OUTLET PIPE
'$d:,'..tCF'K1^'1}' y y { ..r� �.. �.'•i Y. _,.,, .n.5.. .w''Y h✓:.
2' MIN, PAVEMENT AS REQUIRED " LOAM & SEE �
B" GRAVEL BASE �� � � STORY �1 TER
SEC L i '
_- C9 #4
I TILT A TI r�IDE TEN TI
S017A E GRANULAR MATERIAL '
v v tiv v,0 at R 9" STONE — 1+ " 1�EE S" PVC � AREA 1
GHL�` COMPACTED IN �
f S' 12 LIFTS T`Q BSA OF AASHTO �,:��� �,��\`����"�,�;��\� ' p BAYSAVER
\ \ \ \\
T-99 MAXIMUM DENSITY l '„ '` a
a< \ `� HEADWALL +' .,« � � � u �;,' e2 DArIH C,
• ,,. �, O!�afH IJ
,H
CROSSLu
orru, ^�M `Y
'W.
62
FOR PIPE MATEiRIALS OTHEriPvc
DRAINAGE SVVALESAND CUSHION: HAND
I4o"' llN THAN PVC, SUITABLE BACFILL ;* ,_
PLACED AND COMPACTED
MA TER'IAL MAY BE USED FROM �I
MID—DIAMET"ER OF PIPE rO ' ��" CUTLET` t�ll'L`
NOT T"+�" SCALE
ABOVE TOP OF PIPE CB #S } IMH A
COMPACTED SCREENED
GRAVEL 9X OF AASHTO ,
l f +r
. r7a f''��rpy��' p�'•�,
. � .. •rl �' Y ♦+ .. '!AT f.b 41 � � �r� � � d.,/1�II 1 E ate,/
— � IrIIJ'V. . : '' '•": �R'CCRF DRAINAGE � ,BA YSA E'ER
T 9.0 MAXIMUM DENSITY)
011 T III �.
SHEETING AS REQUIRED — — 2—>f
12
NOT 7-0 SCALE
L?BSER4/ATION,/ACCESS CEO
ELAN VIEW MANHOLE (TYP.)
TYPIC
,AL TRENCH
SMOOTH POLE � POLE
HAND HOLE ,3/4" X 48" ANCHOR BOLTS,, NOT TO SCALERIP—RAP DETAIL
PROVIDE BOLT TEMPLATE T{? * t ,
GENERAL CONTRACTOR PRIOR NOT TO SCALEDETA& � �uP M
� 2"X41�` BEVEL TO CONCRETE PCY'1JS�.
{ +' T Jr
GRAD
Y « . +. /�
Sf.+ALL:: 1 8i i 4 t✓' � ,
CIVIL.
MIN. Na.28895
6'-0" 'c� GISTE �
CHAMFER FEEDER CON
84_8" CONCRETE -'...
PEDESTAL COPPER GROUND ROD
~ CONCRETE .. 3/4" X 1 O' WITH
CADWELD CONN.
SC,f—O" RIGHT d�F WAY
I III• E PLA 1�
a (', PNOTE,ROVIDE REAR PER REQUIREMENTS 1✓ARIES — S' 2S WIDTH OF PAVEMENT VARIES ��/ / �°'
" OF POLE MANUFACTURER. (2' MIN. AT SIDEWALK (���' GRAVEL BASS) PLANNED a IE d I�
L_� 1.. 0.E BEHIND 1-112" CLASS I BIT. CONC.
SIDEWALK) TYPE I-•-t TOP COURSE « FOR
SLOPED 3" CLASS 1 BIT. CONC. �,A ltt ��►
I CERTIFY THAT MIS PLAN CONFORMS Ii'GING TYPE I—I BINDER COUR:S`E •C�`�
E
1_ 3 EDGING 3.0ox J. , % " •�'
g,� OF I�ll�y,� Y
GULATIONS• ,:� :,i;:..: .w: �.i ;. Mw:' ::: JM i,p.. � t.,.pc F�:� R_,. tiJ.I�!I�I
THE RULES AND RE o ,... .w � f '`.,,. ,.. '"� fY I LlEl'—ElV$.lEfV/ ELDERLY HOUSING fw�" 1M7_. y
Tom'"' . ....f . i .9, '7'r 6'r � G`e "5��:`' Cw. ^, ,£�.,�"''.,.,s.„.,
REGISTER CTI�` t1E�'1795.
a�
THE R'EGI S REVEAL ...�,, \ ,�x :�. ,� , � � � r ' n
,
4
r. ON
\
ii p A `
f ?
i h
ai ppy wr/ IYI V L. L
� � LOAM �' SEED ., ' .� LOAM
.'.. • d..y, r.. s b+ .` 9^ l f, '• y!F.4 SEED GREEN fir°
__— .. � +si�EL�^ .;".a.. 5 4.a�1 w� ,.'..:,s.�:.,.+ ,a .. ,� . � M0.. � ,P '. � '�.� ��A 'M � � b ., �Y,rd.'.'�
T� EET
TOP COURSE ..
]�y��p
BINDER COURSE GRAVEL BASE
�(
A-
A r. r r ♦ yam' a i s
FOR REGISTRY USE ONLYIV M
I"f rOP COURSE
1-1,�'2 BINDER COURSE-
4" DENSE GRA DED CRUSHED S'T'O,�L
B GRAVEL BORROW TYPE
,w. . PREPARED FOR:
FbLAI+INIIVG BOARD
OWN OF N T AND ,,
•-,i
:. ` " `TIT �" -- 2O DATE,r MARCH .�8, 2001
" COMPACTED " 't S T SCALE: - i
GRAVEL BORROW BOO f
} REV.: MAY 14,
fi " (NOT TO SCALE)
' - ^I PROFESSIONAL ENGINEERS
NOTE. ALL ,MATERIAL L)EPTHS' SPECIFIED REFER Tt�
ANY CLASS CEM, CON C'r CO�'PACTEI7 DEPT14. 160 SUMMER Sr. PAVEPHIL.L, MA 01830 FEE. 978--373--03tO
SLOPED GRANITE IS TO BE USED AT ALL ROADWAY ROUNDINGS �2aal �Y CHRISFrANSEN , SDI, INC.
EED
EQGlbLG
LATE:
NOT TO SCALE
1
DING. NO, 99048027
B
OVER EI-EVATI13N U
UTLET PIPE AA
COVER ELEVATION T
MANH®LE gRADE ADJUSTMENTS
NSTIAHDPE REIILICERIADAPTER LIbCALLLED REGULATION
TEl C i
100( (SEE DETAIL THIS SHEET) WITH W CDF(C,ETE R'. T E
WITH WATERTItIHT J �NTS TO THE �R» MAX.) -..�-
TOP OF THE MANHOL;
BAYSAVER SEPARATOR UNIT % K
a+
f '. , ,•. x4 �, .. 1tCp2"
120
-SHRINK GROUT
A 7' A TOPS STEMCER ADAPTER 3K & 5K 16" o
. F y NON-SHRINK OROU
-, (SEE DETAIL TES SHEET)
C ONO
,� v
+.
INVENT AT Z CA C/L;;.. IPdVERT AT AB
INVERT AT Y�^�-.,.,�
30' HEAVY DUTY MANH13LE '' f '+
+n, ARAMERANDED SVEN SECURELY COVE ACE
FERNCO COUPLER WITH
a".
HEAR AR RING SEE DETAIL ' " : INDUSTRIAL +• +*
'r" ° 9B.YETH"YLiNE M p.
THIS SHEET " cl
PIPE (Si)R 2e) • w + ,+ w
:A #
V 'h i� i• a ` i _
.'
A '
.. r .f
+ INVERT AT AC ' a a. 'I "
a y 04. 1Z
. ...w.,~ ya ..... FLOWABLE FILL OR LEAI�I _
WATERTIGHT CIINNECTIfiN JNCRETE POURED BENEATH Tp ALET ASTM C-9E3
$fi" HEAVY DUTY MANHOLE FLCdWABLE FILL Ci 2 * SEPARATOR UNIT
6
FRANE AND VENTED COVER i2 C'ST Gd.CR EST 'CTUR BEAN CONCRETE x
ANCHORED 'SECURELY IN PLACE WITH WATERTIGHT JOINTS TO THE P SRED B EPARATOR
TOP OF THE MANHOLE NIT
FERNCII FITTING DEL
IL
31C+18" roll) eel's (NOT T0 SCALE)
NLET PIPE K q
5K*27"
w FLOOR ELEV, W � H
-0. FLOOR ELEV,y y.
,� ,' ,., DISTANCE AC FioI NCIT Nl a SHEAR RIN
a �a.• ,, 1I15-66 SR- 7
. 1I� �°
SEPARATOR MANHOLE OLE SEPARATOR MANHOLE
3K 10,60' 1056-101C Sk-39
PLAN VW
5 18°�' '" 11Jp4�-101tl SR-44
ECTT�hJ, TI>��1 B
BAYSA"a'ER MA NTENANCE BAYSAVER IN TALLATICIN IN''iTRUCTIflNS
Dj '�,r p
BAYSAVE SYSTEMS MUST BE INSPECTED AND MAINTAINED 1, EXCAVATION I�UST PROVIDE ADE MATE SPACE TCI � 1 I r E�CSYSTEM' DIMENSIONS
PERIIID A f I LLY, N E T� N T� MADE BY HI�C ING THE DEPTH OF � , ; , a ,
I .G ,O G k�_ E CIN ICI f :
C ITT L.E D OUTLET PIPES �°] SERA T �� MANH 1»E
I�IHL. EPp�AT III ,: •
AID IAA D {
�� �I� nil= LISP' FAR l�l��L h�� °
�� GC� IT�UCT�C��I � IMENT � „. °
SEQUENCE E N E+�dIH MANHOLE WITH A �aRADE STI:GhC CIR SIMILAR AND BAYSAVE'I� UIrIt"C, IrIII T�I�L PRECr'�ST �?ROF STRUCTURES DECI�IPTIIIN 11� SYSTEM SYSTEM K SYSTEM
DE ICE, MAINT NA E IS REQUIRED WHEN THESEDIMENT DEPTH [1N SOLID GR12UND AS'VI<
IN EITHER MAN' L XCEEDS B FEET, MINIML M INSPECTION IS Ir BY A GEI3TECHNII~AL
Stage Developer's/Engineer Inspector GeoteYrnical Engineer , ,
HII r� � ENGINEER,
REI 43II i TWICE A YEAR TO MAINTAIN OPE ATIOM AND FUNCTION ,,,,F A PRIMARY MANHOLE bIAMICTCR 48* 60' 72-
{X � Approval Required) Approval .__.... OF BAT'SAV1•Ci�, �
Initiate bate Initials Date lhitfia� Chats 8, VERIFY THE SUB�GRADE LEVF F,1111 AGAINST THE B MANNOI�E �iEPTH BELOW OUTLET k#" _ Of 8' - QA g' C1
MANHOLE DIMENSICINS AND C[INNECT&� 'StORM DIRAIN O -
MAINTENANCE CONSISTS OF THE FOLLOWINGi INVtRTS, C MINIMUM FLUID 'DEPTH B° - 3f _ 4 11 f " - 6f G
1, E r*70gi?structlon Meeting, X " T V
MANHOLE y4 B A i y
C#IUTAM ST"C4R CSC Imo,
C ,�. R _ �''� T�, ]�I�RD DETAIL SHEET
Manholes and associated etoi°m. �..-••. � r•.,-..,�- 3. M/�A�IN aU E THE BASES ARC. LEVEL AND Tfi�iE STORAGE >,..,. G,.
2. install Maniro �
MANHOLE I�P1TaNI�iFii� ARE ALIGNED WI'fi":I'�ThiE SEPARATOR *
drama e, ;, D EPARATIIR UNIT IZ? c 4 3
1, REMOVE THE ENTIRE VOLUME OF THE CONTAMINATED WATER ]3Y 6 48
..: • . , . En Haar. � UN-IT, 7NSTAI,.I� I�RIMARY�,,AND„ T'I�f�:VG� MANIhOL_Sr. INSTALL
tl. Otlrin approval o subgrade frarn Ceatectuniaai gi
VACUUM TfEUCK, RUBBER GASKETS DN BASE" UNITS AND COAT WITH ,
reds to have a rnlnlrnaJrn of6 compaction) E SF'ARAT1 UNIT 6Ct* 78,E 75.4
P LUBRICATING GREASE, INSTILL AIVI:" .,'NA , MANHOLE 1tI10. 11?R 1If7LLCM4�y71CR.
I"•,
a
TMI AND, FLUSH OUT THE MANHOLE °. BYPASS AT TH 2, CLEAN E M9A OLE WALLS ND U OU WE MANH E F B SS PLATE 1 LENG 34 45 Nib, A LIFT ,� �# r
SECTIONS S REQUIRED,IRED, SEAL LEa ItT"
U H ,.
�t base, �A"��/� 'E
�. Installation ,�� precast ., � R E�'.� TCC� SYSTEM
i' USING A HITCH PRESSURE HOSE AND REMOVE FLUSHING WATER BY " 2I 1
NI]N SHRINK GROUT. ;, f ;. f
G W T/ YPAS PLATE THI kNE S l4 I
Id�rsr tank and lower piping. ;' %, E B G � 3/4 3✓4
VACUUM TRt1CI�r MAKE CERTAIN MANHOLE IS CLEAN,
G, q/30 y8296119STANDARD DETAILS AN DIMENSIONS
MANHOLES TO INN ii 4, IIACKFSLL BASE SECTIONS I]F _ I"RT OF H ELBCI!W AND CONNECTING PIPE CCII '7.IB� 1��75 1
a. afsfili and min. 95% compaction around lower 1, 75
�' %, I � STORAGE MANHOLE' CONNECTING PIPES, USING APPROVED ,
tank and Ia -er pipin %! I ELBOW LENGTH 48 48' 48f
BACIFILL MATERIAL, BACKS ILL AND COMPACT IN INCH
1,. A, R LE PUMP PU THE CLEAN WATER FROM THE
F; COMPACTION SHOULD BE MONITORED i L FTS, ACK I AN M ACTION SH L f
I B t..I,. D 13
. .
W R HEIGHT A V/ NVE TCEP
: �� ,. WEIR IiL1 l� INVERT � 4 6DATI=. 11 2 I�8
of rennet rnlddie a'ecttan � �>, „• � .. PL1=�7TTE� 111c lI� �FI�1 AIM ,� /�d, Installationp ~w ) �' �� i M L I� TLY TII EMPTY S GE BY A CIEOTEt�iNICAL EFiCxI�IEER�
re a nIpiping.
wI f� ss;-ratrarr unit, nil m i n ,:. � f .
t a 5r 9 THE,. '�IAT'E�I LEVEL FALLS TO 1 FOOT ABOVE THE � ,
P , K BYPASS PLATE HEIGHT ABOVE INVERT SO 18 �4 C31�A�'WN, I� H SCALE, ,�$'�
NCI�" C3
G, III- E ',° '
G 5, INSTALL BAYSAVER SEPARATOR UNIT AND CONNECTING
B � f .
X ��: L 1JI]7TH F W' AT SE F'IL�I�AM� �IETA.SL.rd+�
e. Installation of precast tap slab, PIPE E Ct.: I1+I1; AND INSTALL O WEIR BASE 4 Ill 6 C CHECKED. ,
>I SEDIMENT AND Y
�, S�AL ALL C hlhiECTIN� �lLi„ s INS L 1"EP HET, 1 bI" 1
2, IEMC1"a+ THE SETTLE SED M REMAINING WATER B SEPA.ATOR UNITISTORM DRAIN JOINT COLLAR, CUT EXCESS M T
f, Inttalfatlon of adjustment rings and frame and cover, X VACUUM TRUCK I.1UTI� PIPE DIAMETER M M M
_. LENGTH' OFF CONNECTING PIPES INSIDE STORAGE MANHOLE, N ELBCI?+ INVERT HEIGHT ABOVE UNIT INVERT 4 1! " 7 I/Pf I1f
MA IrI::LLS AND FLU .H OUT EMANHOLE
Installation o1 flowabie fill or oonerete backfill. 3. CLEAN THE MANHOLE A N,. O THE 6
g ;' , IBAOI�FILL SEPARATOR UNIT AND. MANHCILES, AREAS NOT � � f .
USING A HIGH PRESSURE HOME' AND REMOVE FLUSHING WATER ACCESSIBLE TO COMPACTION EQUIPMENT MUST BE I] ELBOW I?TP� l7 V�RHAMIFa 1a 18 E4
I N
3, alfti ln,: o'. ratfidn Arid comar✓tlan, ` Y VACUUM TRUCK, MADE CERTAIN MANHOLE IS CLEAN', BACKFILLED WITH LEAN CONCRETE OR' FLCI4rrArIBLE FILL,
anent) stabilized, Selirnent control measures removed
4. Site Cs permanently a 4, CONTAMINATED MA+T RIA4 REMOVED FROM T E MANHOLES P STORAGE MANHOLE DIAMETER 48 64 72
n7 nt d debris removed from dull rnanMwie e 'aratars.
' E 7, INSTALL AND SET MANHOLE COVER GRADE ADJUSTMENT
dnd all sediment and s 1 � P MUST BF» DISPOSED CIF RESFl7lWSIBLY AND LE1MaLLY BY THE RINGS AS NECESSARY.
. Ixlnal fnspeatle n. X OPERATOR CIF" THE VACUUM TRUCK,
Gl MANHOLE DEPTH BELOW INLETFCIUTLET 48* 48' 48'
B. INSTALL AND SET MANHOLE FRAME AND COVER UNITS, R FLUID DEPTH 8' - Of 8" - 4" g' - 0' `
GENERALGTUCTIO / OTES
y �, I - S TOTAL. STORAGE VOLUME SOIL CF 300 CF 450 CF
t" E D E -R E D U E Rr D E T 14- r� T I. ALL WORK MUST BE;ENE '1 TH REGARD FOR THE ,
hI T : R E E ✓ T E JJ T i L�.� SAFETY OF THIS CCNSTI?DICTION CREW.
FOR USE WITH HDPE OUTLET PIPES SEPARATOR MANHOLE RELEVATION' T �
E FRR USE WITH OUTLET PIPES OTHER THAN HDPE T I;I A HIC E CII E T T
2. ALL WORK AND NIA IALS MU C �?
C T T COMPLY WITH P NOT TO SCALE ARE ,fl �Ia IN �'ALLI�.L� 1i4fITI°{ TI-I' NOT T� SCALE
�r CIV�r Ida cavrri� Mr�lxti'1'lutxi Maximum IfTlp�r'VI4U9 �AY�A' I� U STORAGE MANHOLE COINER ELEVATION U U UREGULATIONS,
B ys "� APPLICABLE STATE �VNO J;.00AL �, C
Ill DRAIN SYSTEM ,AICY WILL FUNCTION
TIANSE cn,,
Separator Mr�nh�rle Sizes Treatment Treatment Area � V SEIMARAT�J�' MANHOLE FLOOR ELEVATION V V V ..:° N
�k S' I -ENT CONTROL DEVICES. 3. KNOW THE LOCATION%` O DEPTH OF ANY CIVIL
Cf8 *1 TT1 (acres) A SECONDARY Y � A w A
Unit (pl�lrrl, X 5t47r. } }� a W STORAGE MANHOLE FLOOR ELEVATION W W W UNDERGROUND UTlLlTIES IIEPORII EXCAVATIONI N
UPON COMPLETION O SITE STABILIZATION, BEGINS. �. � m.268g8 ,
X INLET PIPE ID AND MATERIAL
1K Bayeaver 48x48 2.4 1076 1.2 EACH E AYSAVI:R `C TI I SHALL BE FLUSHED X1 k1 X1
Separator 41540 2.4 1076 1 A CLEAN �& THE I��jN HOLE a CLEANED OUT AND XB X2 XS fi�
48H72 2,4 1 O76 1,6 �, oaf agRredgTEDl1WAL
REFILLED WITH CI:� WATER. HDPE Pzr�E Y INLET PIPE INVERT
BO 6O 2,4 107C 1.5 E r, Ri�GATtIl Y1 Y1 Y1
!; HIIrPE PIPE. GA ETED COLLAR
RCP OUTLET PIPE Y8 YB Y8
C�RGwI HpPE ,
3K I3ayiaver 6lim4fiQ 7,2 3231 3.6
MA 2 ACRUIRERa 2 SEPARATOR UNIT INVENT 2 Z 2
GASKETED13Lt AR
Separator 60x72 7,2 3231 4.1 (FROK HDPE
6004 7.2 3231 4,6 NQTf : DIM N If7 AL SHIP DRAWWING �D ci�L MA9rl1J�AGrIrRER) ��� AA OUTLET PIPE II9 AMiI1 MATERIAL AA AA AA
7'2X72 7.2 3231 4.4 &MOPE
ARE TO AP0 IVID BY THE DESIGN AL*TUJ�ERI ELAN 1[]!=W AB ELBOW INVERT E"LEVATION AB AD A13
5K Baysaysr 12N72 11.1 4981 5.5 ENGINEER
E INVERT ELEVATION AC AC A'
Separator' 7t2X84 11.1 4981 6.5
* f f 1 1 , rM
981 7,5 AC CONNECTING PIPE C �
7'2�96 11.1 4
B CORRUGATIONS AD CONNECTION PIPE SPACING BD �4 84
g6at96 11.1 4961 8,0
ri
4 CORRUGATIONS AE STORAGE MANHOLE SIDS OFFSET 72 � 6"' 72 � 6" 78 ;k 6
At � IGK AND
%, H ATArt AF` STIJRAGE MANHOLE WWNSTREAM OFPSET 231, 31' 85"
24f
B4'
FOR
l CERTIFY THAT THIS PLAN CONFORMS PIPEOUTLE!DRIVErl THE AND E IU.ATI J � �RO�� "
THE , r� E s. Ali` INDEPENDENT ELDERLY HOUSING COMMUNITY
OUTLET OUTLET PIPE
• �. � PIPE ID WALL THICKNESS
1131101
CAN
GREEN
.»,.. .f-+ ' =� SECTI.CI�N AAAA
ET
IV
FOR RE* lS`TRY USE QNL Y
X, N00VER IN
'
C
PREPARED FUR.
N OF Mrs T Nl `R S ALEr 1" 20' DATE: A1ARCH 28, 2001
R-EeV: MAY 14, 2001
o
H S T S ' c ` 1 Roa�bb Q&RIM Y
166 S I~1rl9AlJ�`�' St. HA1/L`RHILL, �v A O f 8JO TEEL, 478- ,2`,�-0 10
02601 H CHRISA4NSEN & SE'li'0l, INC.
T DETAILSwow
i
CAA$'�.
SKET OF 7
D IIG. NO. 99'48027
Ilk,
-
FOR NWTRH' USE d7NL Y
AMP 7 LO T 28
.AREA - 961 S.F.
RECt7RD OWNER: SALVATORE R.
FRANCES V. FICNERA ...
59 JE"TWC;OD STREET
I CERTIFY Th"AT TNIS PLAN CtNFCRMS
DEED REFERENCE; BK.1052 Pa 44 TO THE RULE$ AND RWW A RONS OF
THE RECISI"ER OF
CA TE
Nlf
SAL VA TO.RE & FRA,I�l+ dLRA el-6�rftrOOD
MAC' 7 LOT 271 50.0,0
RA YA40,N,
PER L.Cr 1 605A,' 1` AR 7 LOT 30
1, E.C.L.Q. 315
MAP 11 L
4) N.E.R.D. PLAN 631
- ' r' S.F.yy AREA - 5 �1 5) � E'.
,- ry RECORD �A1WJ�'�R. JAMES MISTRETT.� z� � � P l'W �3,�'
5�r SfA ir' 9 N.E.R.D. PLAN 9175
i .- ,. LINDA HOLT
22 INDLE�VC�4D STREET ) N:,E".R. . PLAN 0476
NORTH.- WNLINE C� N34 46 35 E R.,1�. PLAN C 48
�r TC 8 N.
3 � �. BOUND �` ��.Q11' � 9 L.C. PLAN 2,0640 A
,� DEED REFERENCE'. 91�.5740 P--f�.�19
1,0) N.E.R., 13784
' , ` 11,E N. .R. . 138"
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---1.54 MAP r LET 3
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AMP 11 LOT
AREA = ff` 0 OD
' 11,? 9� S.F. CT TIE LINE
BK.34Q P �.3�1 "
BEEN ST. TRUST 0r�:`�'
W 1052 PG. 144
RECORD UWNER: 357VINCEN'T J. LACOLLA TR. J �" s ►J"" ,4 '' K'E' XLAINQ►G'+AURT
STREET - �- , E�A5E1�1'ENT
CERT. 1188
pEED REME N `E. CERT.11889
NO'14'12"E
rz oNN
IRON PIPE �4
01 FOUND
0. IRON PIPE
s G1 '
.0. 3191
r �
(04
RIGHT NOW REALTY TRUST
MAP 2,2 LO 2 ��
DE P
NF
NO.ANDtVE.R HtUVW AUMMTY
° r tD DEf
MAP 22 LOT 128 FOR
"Rif CR
AN l J �P�i^J1�Fl�d� �L F�c`L Y HOUSING, q 'M�1�i"1T'Y
ON
OR SR
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PLCBOARD PRENRED FOR.
T WN OF AfOU
RT " U VER
RIC RM7Y rR T
SCALE. 1" 40" DATE; MARCR .28, 2001
S RE R 1
40 n 40 80 FT
1
mA, P 11 LOT 6
MAP 11 LOT 29
MAP 7 LOT 28
DA TE. 16.0 SUAlaPM STr HAVERW ILL, MA WON M4. 9M8 173-0519
0 2001r DY CHR1STIANSO J� SCRGI, INC.
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