16B_003 JKF Middle School Site Plans18" MAPLE 1 11 k 1�"� rte t 57 �-- SMH/ 1 DMH# 1 DMH 17
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_ S _ _ ___ _ _ - - ___ -- - - - SPRI GROVE ,AVENUE = 279.10 : UT 12'RCP = 28 W UT ic�i 82 89
DMH 14 _ -- - -- - - � _ �..... _ - _ _ � _ - - -_ - - -- - - __ -- _ -__ -- -- _ IIWV.IN 8'AC 279.15 INV IN 12'RCP 285 31 WG INV.pUT 8'AC INV 5.29 0 # _ � DMH #13 �t SMH #5 x283.63 1 P DMH #12 tact t tt3 Dt - -- - - - -- ?i ?e H #6 2 dJ 7 ' - p' SMH#7 t 37 284.45 4' SM 2 DMH #2 DMH #8
SMH #4 a G 284.39 - 284.3 ?84.85 TB 284.18 RIM 284.42 RIM = 288.44 RIM = 287.00
?84.00 a 4 2 _� 282 60 CB# 18 WIN rAC = 277.93 WIN 12'AC(FROM C913) = 284.64 WIN 12' = 281.60
S00'26 1 7" 2 84.7 9 TB _ •
50.00 '_ o I rAC = 277.90 INV.IN /oUT 12'AC 84.1f INV.oU1' 'cl : 2e1.58 wwo 1 , 60.16 ! SMH 13 aMH #3 aMH #9
t, o RIM = 283.65 RIM = 286.32 RIM = 284.64
WIN rAC = 277.07 WIN 8'AC(FROM CB #5 = 282.77 INV.IN 10 = 279.64
WOUT 8'AC = 277.00 WIN 8'AC(FROM CB#7) = 282.70 INV.IN /OUT 10 = 279.59
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1 I I � • SMH#4 1w-OUT 8'AC 282.62 DMH# 10
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1 MIREILLE M. L. N Cza WIN rAC = 275.78 RIM = 285.99 INV•OUT 1 = 879.86
AZI BERT VIRGINIA DAMS I I �' a c> ---, Ilw ouT rAC 273.73 INV.IN 8'AC FROM C 9 1
0) 281.89 DMH 11
1 Z v �' ' O = INV•IN 8" AC(FROM CB #9) 282.07 #
t/1 BOOK ) 489 FRANK J. & LORE A. DETENBER Oo N > co SMH 15 WIN S AC(FROM DMHJ2) = 281.79 RIM 283.60
00 LAWRENCE R. & KENNETH G. & ROBERT E. & B 3612 I4 ii! w JANE ANN PUNSKA �� RIM = 283.05 IWOUT 100 AC = 281.69 WIN 8'VC = 280.25 FROM C9115
01 PAGE 591 THERESA A. MARY D. FLEMING PAGE 246 w r 7 PAGE 25 r 7 N WIN 8 FROM SMH 14 = 274.95 WIN rVC = 280.28(FROM C9#16)
1 ; tV PLAN BOOK 49 LILLIAN E. CATHERINE A. JEANNE L. RYAN USZYNSKI BOOK 3812 PAGE 229 OK 40 W I �„� BOOK 405 0 WIN 8'AC SMH#6) = 274.70 L1MH #s WIN /OUT 12'RCP = 279.45
o MCPHEE KENNEALLY BOOK 2374 PLAN BO INV.)N rAC = 278.15 RIM = 286.01
1 PAGE 2 BOOK 1469 4: �` INVOUT 8'AC = 274.67 WIN rAC = 281.14 DMH 112
2 .3.6 p -p BOOK 1472 BOOK 2674 PAGE 319 PAGE ) 7 � a o I _. �,,� oo WIN 10'AC = 281.15 RIM = 282,59
PAGE 5 91 4& Z 'SMH #6 WO 12 = 280.91 WIN 8'AC(FROM C9117) = .279.6
1 PAGE 711 PAGE 1 92 R1 O 0 ' N RIM = 284.03 IWAN 8'AC(FROM CB #18) = 279.4
1 g PLAN BOOK 43 0 x g D WIN/0UT rAC 277.83 DMH(CB) #6 WIN /OUT 12 = 277.59
PLAN BOOK 49
1 PAGE 62 tV m �, RIM 284.69
MH#7 INV.IN IrAC = 280.51 DMH#13
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1
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> 284.7 S00 26' I rE _
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284. IV ii zes INV. 1 s R CP = 277.13
130
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SMH #3 - I O PLUGGED P COVER = UNABL INV.OUT rAC ?82.86
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1 - _ x .Q►� N ' INV.OUT ly)12 285.5! CB #5 RIM = 285.52
SMH #2 283.34 NrAt•IC 2eta.0t T8 PARTIALLY PLUGGED RIM 285.74 WIN 8 281.77
CB# 14 _ "A WIN rAC = 283.14 INV.OUT 8'AC AT BOTTOM
CB#2 WOUT rAC = UNABLE OF HOOD = 281.42
O ' Ta I t 85.06 �' DMH 5 ?86'01 NICHOLAS & BLANCHE c 13
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7C Z 83. TB alp . d - _ _ _ _ x CB# 11 K O WACZYK INV. . 10�'AC = 285.2! CB16 RIM = 286.4 7
__ BOOK 130 7 PAGE 413 RIM = 285.56 WOUT rAC AT BOTTOM
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G7 O le 1 \ 263.10 ; x265.!? A� �� RIM�3 287.95 UW.OUT 8'AC = 283.1f OF HOOD = 283.07
V T� t* 285.82 !84.86 1 'L, - 28s.t6 285.66 1 - INV.IW 10'AC = 285.13
O ""j � x 285.4.3 � ?ds.34 TB 286.14 TC
L4 ,� . 0 266.11 1 CB #12 INV. UT 12'AC AT BOTTOM CB /7 CB 14
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UNDER RIM 286.00 INV.OUT 8'VC = 280.82
283.4 2 \ GROUND �' a o INV.OUT 8 283.13 CB 16
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' ,3' '' ,: �.T,. :• r. .; , •'[ ' •� • ' , •': . .. ,. ._ 12" DIP OUT • 280.86 ( ) r � ST. 8''
CATCH LF248 -2 284.3± 278.1± XEB 12" PVC OUT - 201.0? B,II,N / Ib01 =ti� •�:
;:. ;,�' :r•; _ , -k BASIN l.LI! RIM =286.1 f ' f `• nr • - ASW3 SM
CATCH •. •�" ti }• .. �;.: �s'
4 LF248 2 286.01 " •n •_ ..,r - ..•;:: '
. • . ,,�, Yss 12 Pvc our 281 B rt I1 •NEIV SADDLE .•v. ...+�••• „ ~' AROUM � w �
• .:, ,.. N BASIN _ •; .' • f f .3�••c • .. •. N;., ••,,' :.: ;.. ;,•ti,. f;.
• ., � {• • � UNIT
•
TYPE MAAINOLE •'
'':r J L 4•. • r
l NANH " :• ,:: • t
a PVC IN - '280.49 (DS - 16) F Id01 1 , ti•;...:; .f :.:i.:,'i'•, :'"a• °•'•• : "�• 0� zwITj
t • O;,E I.>< i10 A 2.$7.31 NO 18 r'• .. . �; ti•, .: •f.•
.. 9 12" PVC IN - 1180.74 ( DS-17) •�• f •y • .y;S •. •f�i:,;,:r••• hN.
IsI1TFR FAaJ17L
BtAlv/u� I ME L'QN TPAL TC�P
DS- 8 .
x,., . d •. 12" PVC IN - 280.74 I
F.
• t f • . ( 1 1
180 PVC OUT 28024 _ I 1'l1ALl REMW E T 8" -MAJ. SEEWL
•Y.• , , J. - �
.ti., ,• limy 20• CATCH LF248 -2 28b.8t 201.31 YES 10" OUT - 283.34 B,II,N / L601 t A � -
•' : ! BASIN DIP AID SHALL CDQRDIAJATf fDUAJDAT/Q11
D.S. 5
N _ y "-i "Ar IIAIGUCAR STS' .
LBg249 286.5t 276.81 No 10" PVC IN • 282 .'12 } PEAIETRAT //D/U WITH �s. L'. RIA'1- ?Bb.7S
711 CATCH
(BLDG.) B,N ,/ L601 �i . i ' AT O F 1 T.
ti • ' _ `, y �`+ BASIN 10" DIP IN - 281.92 GY
(ps -203 +� !!." 7711[K "
Wall
• ,
12" PVC OUT - 281.75 1. ADDITION
- :x2 LBG249 286. St 274,0& NQ 12" - 282.30 BLDG. B \ "
., ;. CATCH BASIN 12" PV IN ( ) ► M L6
• 281.21 IN i� / T }�
S. - 2G • , $ECTaON
1 .. ~. `- '' ,;. 1, K^ • ' ` 'V1 18" P'V'C' OUT - 280 EXISTING SCHOOL MA111 TAIJU
n +. ;s • ?`' .(•t,. °" 25 CATCH LF248 -2 285.51 277.6± YES 12" PVC OUT - 280.55 B,M,N / L601 >a%
BASIN -- -. V .. - -_ a Fin F I E I e v 288.0 a s T0 1�M INFILTRATION BASIN
-- ---'ti x ' - -I Y A LEACHING BASIN -
24 CATCH LF248 2 286. 278.8± YES 12" PVC OUT - 281.80 8 Is N / L.601 SIT 'I T N I INV - 283.0 60
.„ BASIN £ L0,V RACTDJR: NYS
r =S' MANHOLE LX 110 A 286.01 N A 18" - ' -• 1 l O
/ NO PVC IN 279.94 (DO-19) F / L6ol 5 -0" I.D. '1 !! nr /Q WT By
��* . 15" PVC IN - 280.19 (DS -22) MANHOLP. # CLI AIAIEL'T ��' W BLQG. Y W�� j
. .�,�� 12M PVC IN • 2go.44 (DS -�:3) Tl1 NEN AMR . USIAIG
0 � M ALDP.. 1!'IfCl1.
! +' , 2." P VC C IN - 279.44 DS'Z4) O 4 APPRO T -" CU+UTR
` • ' L' ' • . , ' - , r ' , . � , .:r .• ; , �'. p ti ' • • , OUT ( � f PR1 A E PVC P/ Pf ARID / 1I ACTOR
" - 284.5 ovT 2 1 8 fill I AS PE _ (T I ) ° 4
`' : ;;= :f ;�' ,F• #, x 24 L.BG249 1 2�a.3t No 10" DIP - a .2 B,M / L601 av # A)GS 1 SI'fC1FIC�fT1GA/s P.
�p4 bf -37 ,Yti oo .. SJTE
., '• ,�'IAI:z63 CATCH LFZ48 -2 285 N O 10� DIP IN Q8101 D
.51 •277:'81 - . jS•.26) B, / LlINT,tACTQ�•
.f' L „r . BASIN K m L6o1 4 ,
�''Q`l _� 12 Pvc OUT •• 20004 .: /NV. =28Q - C1/T EXJST, 8' A.C. 0RA /JV UJVE L MY ZA2.11f )
.� GTCH LF248
• :..� � y : f 2 -1 28@. U' 2'77.3* YES 12+ PVC IN - 280.56 (DS-27 B,M,N L6o1 , U 't "
BASIN
15" PVC OUT - 280. 1 / i ♦ �
AND ZOAIIUECT NE1U 8 .f Td�PM . fR01N
CA TCH r ' ~ , �� � �� A1iitJ QZ&rg
:ip S. ado L BG249 285.0 ±` pt Na 11n' iwc oor • 281 ao B, / L6
29 CA �+ L" .M!•/ - ! E Gll /LGIJUG 411' APIRUPRJI1Tf PVC
Pl /f
:. �:., BASIN N M + _ 2 87 1, i RENIDYE
. lff LI! ITT 880.00 _ {' .. .8! .+ m • n
- --
ao : LE . " 601 R)M /! OISPDSE D AND Fl T TJNGl AS 71R S/E 1 fICA T/G1KS
x y' .,, 4 «w, s'r' r` %'. +• MANHO LK 110 a 28b,8± }(/A•. NO
15„ 24 PVC IN - 279.32 / Ol 5'-0" ID.
r.. , x' y, , . �, ✓ ,. • (DS -2 5) .
F' u O i
_�' r .N w' �•' .' !. PVC IN 280 .07 (DS -28 IIANIIOI$ w m POOL. E �C . C O R T Y A R D
12" PVC 'TN - 280. 70 - 0 Q n - _ ii.• -..i
(DS 29 ) A I
'm
24" PVC OUT -.279.32 , ADDITION
`',, t • 31 CATCH L80249 285.81 279.41 )10 24" !VC IN - 278:85 D$ -30 B F 0 •- 2 I ` • t' '
BASIN 27" PVC - INLET -r b
- 'OUT T78 d0 IIANILOLB , ' � -- � i• � � � _ _ I .. ,
„ ���5 32 CATCH LBG249 281. 2.75. N a 27" PVC IN 278.01 IDS B, F / 1,601 5• - o " I.D. J '
.� r • BASIN 27" PVC OUT - 278.21 INLET MANHOLE
•-
+` • ;; . �' 33' HEADWALL NIA N/A N A N/A 27" ' PVC OUT P73.00 7 L602 8 S T6 11" v •.� '' „
` i• w ,
f , ' r , I •.• V ,,I ,
�4 LEACHING NEENAH 277,5:k N A� 0 I +! ;Y T 283.4
N I A1 */A B / 2,601 w .r ^�
�.�'. 34• ASIN R -2560- 1 L602 x L).5. -27 i • .a J2 �SpL1AG a PLUG
B
'•' ` , ` (� 1f•. ... 417 1• ./ i •�, ' •`, v'+ , r • 1, tti E10 / ( f11/I�I � � r - .... •� 1 094U& 4"I 7 � " D•�: .. • ' , ,' .r. ,
0
LEACHING NEENAH z77i. st N/A N A t `•o Ff
BASIN R -2560- { 44
,. .._. D.J. 125 L.F
36 A SEE • S OUTLET N " - r ♦ / �. 0 �D
h, STRUCTURE / EE NO i5 PVC (W j79.50 t.6 1 4 / D.S. C .� �'
' n DETAILS DETAILS 8,F / 0 r
37 CATCH LBG249 283.9± 280.9# NO 15" PVC IN • 279.32 (DS -36) B / , ,�
m RIM% PLUb 8 PLUG D:S • -g � � D C E THRUST DCK
_ • iS PVC OUT L601 � I l
• - .< - ., BASIN " .279.32 • ,i A I I IC / \ _ Z 285.8 � � F � G •" . . .
": r• 38 CATCH EXISTING 282.4± NONE ILO 18" C • �• S. "`� � N • IC HIL RANT �+� 81c x f vv ' '
PV IN 278.77 (DS -37) B, / L401 •; , l0 P`Y L.f. 1.0 /. 8 b �T 1P.�
BASIN 15" a OUT - 275.75 (Ex.) 1 ' _ R'IA1= P8 .S f �`.,. JD "D.I R � SD L.f. - L�'�A -:� %
� �
(EXISTING)
- Y d I T YP. , M J NyD
33 39 D(20P INLET LF248 -2 269.81 255.01 110 8" VCP IN -
TEE [! D• 5 /O 'N
�'� ` Q 264.21 (EX.) B,K,m / L601 DROP INLET WITH • _ _ _ _ _ -- - � .Q ✓ /D "D.LP. f /31.f. BEECH
12" VCP IN 265.91 (EX:) SUMP AND STEPS , • y1 S T
A ` 15" AC -IN - 264.21 (EX.) . SS f
la" RCP OUT - 259.0 ( PROP. 0. S d/e '
•�� 40' DROP INLET LF244 Z55.5± NO" No 18" RCP IN - 249.5 (DS - 39) B / ~ fi D.S. Z 1
N 3- FLANGE , >C M L6ol DROP INLET W ITH M
•�• )VATER • • ,
• ' .., .,,. �� _ � : . " , - 18" RCP OUT = 244.5 - STEPS M � � � � � RIA1� "' '" .. •• ,
'41 DROP INLET LF244 240.7± NONE XO 18" RCP IN - 234.5 (DS =40 1 DROP 11IY'B 44
3-- FLANGE 24" RCP OUT - 227.5 ) B . Z .11 / 1.60 T Ds . -'
!o' 9
42 HEADWALL N/A N/A 24" RCP OUT - 227.0 "E 8 u 8� to _�..�__ a RIA1= 4185.8
J ' (REBUILD " e
•` .. t , " *. EXISTING) , SPECIFICATIONS -
t a A ` Y 12 S TAPP/AIG SLEEVE AND YAL VE
v v _
y:: • _ '� E ., D.S. _ l0 �� -- ���, •�-�+R MECNAMICAL �O1NT.
_ , , ;` . ' • ' ... .t . �''' , o• .� r- .J - .� � H RAN ., G ` _ y ..- ---- -- - - t• -'±•- ' . J?lJN = Y 81..1 f � � ' ,
a CON TI�Af Ta�P S
w HALL UAICOVER fX1ST. !t"
w °� WATER !nA/N PR /OR TD ORDEBAIA SL EfVE
D.S.-S2 TD FSTABL D4 MOW AW DUTSIM Q/A�fT .
r b ! • D.S. - 28 •
RIM = 263. t
'•,;; ;: « ' + RIM= Zab
~ •'' : ~ ".. f s.5 Lr /0 OUT BY BLDG. a q
. ft 12 • MENU. LOAM L Y
.• ' .,' ' . • . ' .. � ... _ .: ql IRV VAT Ast 12 STDRM
AMR -3
RIN PSG 9 bGl M 12" PIC k ZO L •f Lft S. 6 % •N �-
,
D.S.-ZL �
J. Lij
.__...........'' t s V
U Z
Z (
OWNS
(n W
W �
Q o
c�
la-
o =
-
cn
c�
Q W
W v
W u
1- a
1 .
O�
O
W �
uj W_
4C a
= Z
Immoo
W CC
IL
U)
lavao
rn
W
3
' ' `✓ , '. - .. D.S.- 1 DS. _Z5 RIM= 285 St _ �• - ,__� -, RIM = 285.3 �` m LIE[ D
to • , .. r �. '. r .I . •,.. • • ,. , NAN � 2�•� � 7 , � 23 � •L •F �`. ~ �/ ( � . �' ` J ' N . i 1 A.. •
GENERAL NOTES � , „,�� G ' - � - N SA N ITARY LINE
;• D' 2 •/° t! !. 30 L.F. a1' �� ' , . ! '= �- lt' DLJ P. t SO L.F. C� 6.3%
EXISTING SA
• 1 plans do not purport to show all existing autiiities. Contractor is �' a '"
+- ;`;`" '''" �i ' responsible for locating, prote and maintains all e
throughout the construxists i ` - _ D.S. -- I2 .
<. � ;•_. ,* :<. , respon ib e i g, p 9,. n9 ng utilities ,' 4 "p -t-•- - +
< y �°- �--- RIM EA&.3f - �-- -- EXISTING DRAIN LINE
pt ion of th project. C •� L° �>' •` ��-
.3 � L. D.S. - E,P ' a _ T ... _ -EXISTING WATERLINE
• f s prect. DI,9444 •(1- 800 -322-
Contact la.S. _
. I I 4844 RIM =1 4 E % RIM• 2M.O f
2, Benchmark used is from a -T
s' ' • plan entitled "Plan of Land in Horthap�pton,
86.8 O ;EXISTING MANHOLE
w ' ,Massach d f City f Northampton", usetts Surveyed. or The y oheets 2 of ?, by II
V 1 & 1P" Pv� L• 22 Lf.
w :,,,. • I " °fi.: Heritage Surveys Inc., January 14, 1994.
j O 'EXISTING CATCH BASIN
' ,�,,;. •' 3. -The Contractor shall protect all slopes and vegetation outside ' df the •P • !e � �. .. � � • ••�- � � PROPOSED DRAINAGE
Q
brosion control barriers or otherwise in areas not to b� affected y the
',.•'' run, • ... +. r f.. � �• .DS • .� � • r / / r Y. � ' • ' • � � _ _,►_ �._ /Y - ..� -- --.- ,
- konstruction.of this project. 1 G �• -
.. .. ' . • R/M 28b.8� � � _ � *-_ _ ` ,� - �--� ---�•- STRUCTURE W Q
I 4.. Replace disturbed surfacing with materials and thicknesses to match existing `' f , 1 ' SMH I PROPOSED SANITARY
R
y g Rlill 28b.Of II Cn
or as otherwise indicated. All disturbed areas not paved or otherwise '� •, O I�
' surfaced shall receive minimum six inches (6 loam, seed, and mulch and � ,� �® ^�• � �8 xg x HYQ. EE S DIP WATER MANHOLE
IV
sha ll be restored to lawn.
/
/ // • N , • . • 4
- ,- • �� lS "P /S7 L.F. Q .0.2 °�. ---/2 "PVC t 117L.i• o 0.P •�. la.s. l4•
• , • •• " ' " '° . '_ ' �. •Contractor shall adhere to any permits issued for this project by the � - � � ', � I/L a. - + 0 PROPOSED CATCH BASIN
.,
' . , • . '• � - - Northampton Conservation Commission. Adjacent wetland areas shall be '� - nS -/ /' _ ,, � 1PJM_ PBS. B f �, -,_,�•
1 protected from sediment at all times. Contractor shall obtain ail other �` - PROPOSED WATER LINE
• r _ � r , .-. /2 '4LP. t ll L. f. /2 "S.1.P. f II L.F. � z
• ' , . 1, necessary permits ,prior to commencing work. Y , RIM-t�l7.#t „ FE 1&50- � `r' i I6 Le O,S y a•S /. "a D.S. -13 PROPOSED HYDRANT
IP 0
,�' � , J .�S @ J�
a air and installation work shall roc onl du r i ng weather ' • D.S: /7�i� , am- = f .S. - /5 RI ?85.4.f
I 6. Drainage rep proce y ing dry he Q S _ -
Ind when continued dry weather is forecasted.
- Rim t�5.6 i i \ PROPOSED SANITARY (�
SEWER
1. 7. 'No discharge shall be allowed at the detention basin all_,riprap has I -
I "'been installed as shown on the plan.
. • •• , .. .. � ..,• 1 •• _ � PROPOSED STORM DRAIN
own � Q
o leaders all be tied into the dr ins s stem in a t non- - .� % PROPOSED THRUST
i , I
- 8. All roof 1 a ge y nee ,
leaking manner. Connection method shall be as approved by the Engineer. C ' ,,� / ?�.' '/ �� ; i "ft �' BLOCK
9. All water, storm drain, and sanitary sewer materials and installations shall PROPOSED GATE HALVE O
• " nt's of the City f No ' 1
h' meet the requirements h C y o Northampton Department of Public Works O
(NDPM) and other departments, as applicable. the Contractor shall ensure "`�'" "�,►
I -
}
that all work within public rights of May shall be closely coordinated with `• ;'� „�\ � � '�--- ,_...� -�
the it".
I 10. Contractor shall bear all costs associated with and shall ensure the `� ,'�►
' - maintenance of safety and traffic on the private and public ways affected / SITE P
Py the construction of this project.
I.
. ,� ::: . , , , • • : .: � • . .. . • .. _ , . � 40' WATER SERVICE E NOTES
1. Thrust blocks and /or restraining Joint assemblies shall
' 1
be installed at all changes 'of al ignment, bends, fit-
am goo t i ngs , and val in conformance w ith the Specifications.
.. SANITARY SEWER SCHEDULE
- .f" .. Restraining joint-assemblies shall consist of:
�(a j *locked" or "anchoring" type as manufactured by
EBAA Iron S
1 -
• aL r
n ales Inc N Me u
o
.. _
, I
, ` n } : ., .,.., )., . ♦ .,v wY. y : J r • :h }}.C ny. i}j. 1! ; W. L :. v ,
7
v.BANITARY ?XPE. ,OP;:.ti�!.11 : },« FS; ADDI'ZC3}
. .. ) sand clamps aalps or st
q � � (b rod
1 }
STR>QCTU x.;
'
�•
8.>�6 E r t . s PE Concrete thrust blocks shall not be used to restrain any
•
1 MANHOLE REUSE 286.21 8" AC IN s '27 X H. p O1 S � -
EX 8 AC OUT MAN
278.84 (Extq.) PRECAST HOLE
:'' • ' " 8" PVC TN = 279.14 (New) hydrant. Only restraining Joint assemblies as indica
' , •;'{ , ' V • . , .. , . • �.,, . . ' ' •.. • • 2 MANHOLE • • LK 1 A 287.8± 8" PVC IN = 280.40 (Bldg.) G, O / L601 , ° �' , • ` -; above shall be used to `restrain y r ants '
- .
"
J. `,, • r, : • ' 8 " PVC IN = 280.40 (SMH43) ,
811 PVC' OUT = 280.30
•• 3 MANHOLE LK 110 A 287.9± 6" PVC IN 282.70 (Bldg.) G,O / L601
8 PVC OUT 282.50
scale AS NOTED
date JUNE 1 1994
A rawn EDM
revisee
L 3 01
tit 0 ►• ME kilt • 6,
'�. � ,,,. •' .. r.., . �. .. Dig
Chocked
Jro - Qom VI
Z
a
:� f
W
N •
W
0
/ ..�
' ' `✓ , '. - .. D.S.- 1 DS. _Z5 RIM= 285 St _ �• - ,__� -, RIM = 285.3 �` m LIE[ D
to • , .. r �. '. r .I . •,.. • • ,. , NAN � 2�•� � 7 , � 23 � •L •F �`. ~ �/ ( � . �' ` J ' N . i 1 A.. •
GENERAL NOTES � , „,�� G ' - � - N SA N ITARY LINE
;• D' 2 •/° t! !. 30 L.F. a1' �� ' , . ! '= �- lt' DLJ P. t SO L.F. C� 6.3%
EXISTING SA
• 1 plans do not purport to show all existing autiiities. Contractor is �' a '"
+- ;`;`" '''" �i ' responsible for locating, prote and maintains all e
throughout the construxists i ` - _ D.S. -- I2 .
<. � ;•_. ,* :<. , respon ib e i g, p 9,. n9 ng utilities ,' 4 "p -t-•- - +
< y �°- �--- RIM EA&.3f - �-- -- EXISTING DRAIN LINE
pt ion of th project. C •� L° �>' •` ��-
.3 � L. D.S. - E,P ' a _ T ... _ -EXISTING WATERLINE
• f s prect. DI,9444 •(1- 800 -322-
Contact la.S. _
. I I 4844 RIM =1 4 E % RIM• 2M.O f
2, Benchmark used is from a -T
s' ' • plan entitled "Plan of Land in Horthap�pton,
86.8 O ;EXISTING MANHOLE
w ' ,Massach d f City f Northampton", usetts Surveyed. or The y oheets 2 of ?, by II
V 1 & 1P" Pv� L• 22 Lf.
w :,,,. • I " °fi.: Heritage Surveys Inc., January 14, 1994.
j O 'EXISTING CATCH BASIN
' ,�,,;. •' 3. -The Contractor shall protect all slopes and vegetation outside ' df the •P • !e � �. .. � � • ••�- � � PROPOSED DRAINAGE
Q
brosion control barriers or otherwise in areas not to b� affected y the
',.•'' run, • ... +. r f.. � �• .DS • .� � • r / / r Y. � ' • ' • � � _ _,►_ �._ /Y - ..� -- --.- ,
- konstruction.of this project. 1 G �• -
.. .. ' . • R/M 28b.8� � � _ � *-_ _ ` ,� - �--� ---�•- STRUCTURE W Q
I 4.. Replace disturbed surfacing with materials and thicknesses to match existing `' f , 1 ' SMH I PROPOSED SANITARY
R
y g Rlill 28b.Of II Cn
or as otherwise indicated. All disturbed areas not paved or otherwise '� •, O I�
' surfaced shall receive minimum six inches (6 loam, seed, and mulch and � ,� �® ^�• � �8 xg x HYQ. EE S DIP WATER MANHOLE
IV
sha ll be restored to lawn.
/
/ // • N , • . • 4
- ,- • �� lS "P /S7 L.F. Q .0.2 °�. ---/2 "PVC t 117L.i• o 0.P •�. la.s. l4•
• , • •• " ' " '° . '_ ' �. •Contractor shall adhere to any permits issued for this project by the � - � � ', � I/L a. - + 0 PROPOSED CATCH BASIN
.,
' . , • . '• � - - Northampton Conservation Commission. Adjacent wetland areas shall be '� - nS -/ /' _ ,, � 1PJM_ PBS. B f �, -,_,�•
1 protected from sediment at all times. Contractor shall obtain ail other �` - PROPOSED WATER LINE
• r _ � r , .-. /2 '4LP. t ll L. f. /2 "S.1.P. f II L.F. � z
• ' , . 1, necessary permits ,prior to commencing work. Y , RIM-t�l7.#t „ FE 1&50- � `r' i I6 Le O,S y a•S /. "a D.S. -13 PROPOSED HYDRANT
IP 0
,�' � , J .�S @ J�
a air and installation work shall roc onl du r i ng weather ' • D.S: /7�i� , am- = f .S. - /5 RI ?85.4.f
I 6. Drainage rep proce y ing dry he Q S _ -
Ind when continued dry weather is forecasted.
- Rim t�5.6 i i \ PROPOSED SANITARY (�
SEWER
1. 7. 'No discharge shall be allowed at the detention basin all_,riprap has I -
I "'been installed as shown on the plan.
. • •• , .. .. � ..,• 1 •• _ � PROPOSED STORM DRAIN
own � Q
o leaders all be tied into the dr ins s stem in a t non- - .� % PROPOSED THRUST
i , I
- 8. All roof 1 a ge y nee ,
leaking manner. Connection method shall be as approved by the Engineer. C ' ,,� / ?�.' '/ �� ; i "ft �' BLOCK
9. All water, storm drain, and sanitary sewer materials and installations shall PROPOSED GATE HALVE O
• " nt's of the City f No ' 1
h' meet the requirements h C y o Northampton Department of Public Works O
(NDPM) and other departments, as applicable. the Contractor shall ensure "`�'" "�,►
I -
}
that all work within public rights of May shall be closely coordinated with `• ;'� „�\ � � '�--- ,_...� -�
the it".
I 10. Contractor shall bear all costs associated with and shall ensure the `� ,'�►
' - maintenance of safety and traffic on the private and public ways affected / SITE P
Py the construction of this project.
I.
. ,� ::: . , , , • • : .: � • . .. . • .. _ , . � 40' WATER SERVICE E NOTES
1. Thrust blocks and /or restraining Joint assemblies shall
' 1
be installed at all changes 'of al ignment, bends, fit-
am goo t i ngs , and val in conformance w ith the Specifications.
.. SANITARY SEWER SCHEDULE
- .f" .. Restraining joint-assemblies shall consist of:
�(a j *locked" or "anchoring" type as manufactured by
EBAA Iron S
1 -
• aL r
n ales Inc N Me u
o
.. _
, I
, ` n } : ., .,.., )., . ♦ .,v wY. y : J r • :h }}.C ny. i}j. 1! ; W. L :. v ,
7
v.BANITARY ?XPE. ,OP;:.ti�!.11 : },« FS; ADDI'ZC3}
. .. ) sand clamps aalps or st
q � � (b rod
1 }
STR>QCTU x.;
'
�•
8.>�6 E r t . s PE Concrete thrust blocks shall not be used to restrain any
•
1 MANHOLE REUSE 286.21 8" AC IN s '27 X H. p O1 S � -
EX 8 AC OUT MAN
278.84 (Extq.) PRECAST HOLE
:'' • ' " 8" PVC TN = 279.14 (New) hydrant. Only restraining Joint assemblies as indica
' , •;'{ , ' V • . , .. , . • �.,, . . ' ' •.. • • 2 MANHOLE • • LK 1 A 287.8± 8" PVC IN = 280.40 (Bldg.) G, O / L601 , ° �' , • ` -; above shall be used to `restrain y r ants '
- .
"
J. `,, • r, : • ' 8 " PVC IN = 280.40 (SMH43) ,
811 PVC' OUT = 280.30
•• 3 MANHOLE LK 110 A 287.9± 6" PVC IN 282.70 (Bldg.) G,O / L601
8 PVC OUT 282.50
scale AS NOTED
date JUNE 1 1994
A rawn EDM
revisee
L 3 01
tit 0 ►• ME kilt • 6,
'�. � ,,,. •' .. r.., . �. .. Dig
Chocked
Jro - Qom VI
• j 1 �r
OW-15
GENERAL NOTES / CO S E Q UENCE
1. Contractor shall adhere to the Order of Conditions issued for this work 6. Contractor shall install a temporary pump in the existing manhole and �
swALE by the City of Northampton Conservation Commission. The adjacent shall bypass the 12" VCP to be replaced, discharging to the stream
wetland areas shall be protected from sediment at all times. below the work area. Contractor shall take all precautions necessary to
prevent scour or erosion at the pump discharge point. 1 ` '! �
2. Plans do not u art to show all existing utilities. Contractor is I ISLAND
o responsible for locating, protecting, and maintaining all existing utilities 7. Work shall commence at the headwall and shall proceed upgradient to , w l /
BALED HAY (2) 2" x 2" x 3' STAKES EACH BALE at all times during the work. Contact DigSafe (1 -800- 322 - 4844). the existing manhole. All open excavations shall be backfilled at the
! day. I � �
I end of each work Haybale check dams as shown on the plan shall /
3. Replacement of the existing drain line and rehabilitation of the existing be installed as work progresses.
_ headwall shall proceed only during dry weather and when continued dry
OVERLAP ECGE �' EXISTING GRADE =� i_ "X! • weather is forecasted. 8. No discharge shall he allowed at the headwall until all riprap has been
installed as shown on the plan. / �� ... , - �.•• /
PLAN
4. Contractor shall coordinate all work with the Cemetery Superintendent.
SECTION 9. Replace access road surfacing with materials and thicknesses to match a w I .
r
5. Contractor shall remove no trees. Limbs may be pruned as necessary existing. All disturbed areas not paved or otherwise surfaced shall L ti / . Z
for access. Roots stems shall he protected and left undisturbed to the receive minimum six inches (6 ") loam, seed, and mulch and shall be �' ti� / / / ,•� - _ _ 226
3 H AY BA L E CHECK DAM maximum extent p ractical . Where roots must be cut, roots shall be restored to lawn.
30 14TS neatly and cleanly pruned and shall be backfilled as soon as possible.
CONSTRUCT NEW DRAIN / 4 CaAISTRUCT NEW
MANHOLE / INLET
♦ 3D2 PAYED SWHLE
RIM EL.- 21 9.8 - �2 /�' �,� ; `,r/ n // / /� / J w - 3 �I /
/ CD AI S TR UL T NEW CDAI STR U C T NEW
\ / HEADWALL LAIR
IRA I N I N LET DRAIN INLET EL = 23715 / / / / / / .i / �' . ,� -4
,,- RIM EL. =255.5 f RIM EL.= 2ti0.7-
I
Zb —
,,
� .' / / � � � ` i � I � � � / / i / / � � / / .250 y� b � / � i � / / // � / / W -� • • � a% (o/ , � / I I // / / / � i , � � ' � -� � _ 238 --- _
240- —
. R U C T 5T 1 LING &AS rw-
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� ---- - - -�!- N -.,.• _ ..'. _ _ _ � L 3 SEE DETAIL
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CHECK - 1 ,1,.._
NAIL IN TREE
EL. 27°1.4 3 - - - -- - — - - _
PLAN VIEW
1JP
k BLDG
EXSTiu6 &QAof
RECONSTRUCTION OF EXISTING STORM DRAIN AND OUTLET
SCALE 1" - -20'
:1
275
265
255
245
23;
22`
9 +50
DR
' SURFAC E
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235
225
4 1 \ ` ENSYNG GRADE
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ADD K/PRAP ME£7 /N6
MR /VI2.
EXTEND EXISTIAI& /
SLOPE TD STWAMBED
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GRADE
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NTS
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CaTEXTILE f/L TEQ _ — - — -�
FABRIC 17/- _'
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SPUNLiDUAUD DR
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d rawn LL
revised 4 -20 -94
L302
RECONSTRUCTION OF EXISTING STORM DRAIN AND OUTLET
SCALE' 1"=20 HORIZ.0 " =4' VERT.
1 " =4' VERT.
1hON ne)� G_t
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date APRIL 1994
d rawn LL
revised 4 -20 -94
L302
RECONSTRUCTION OF EXISTING STORM DRAIN AND OUTLET
SCALE' 1"=20 HORIZ.0 " =4' VERT.
1 " =4' VERT.
1hON ne)� G_t
&ED TEXTILE FILTER
FABRIC TREVIRA 1125
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EXHIBIT 1
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