06-013 Haydenville Rd (Planning)LEGEND
N
Q
Y
Q
RlM= 385.14
RIM = 384.92
� � u� �=
INV. =379.9 INV. -379.7
� '
J
c. basin !
?84 92i
i�
5 384
ep
PRECAST CHEMICAL ,
INJECTION VAULT
(TYP.) SEE DETAIL,
DWG. C -2
GENERAL NOTES:
C. b0s!n
` ' f ALL SUCH WORK SHALL BE INCIDENTAL TO CONSTRUCTION OF
' � THE PROJECT.
1 100 BUFFER ZONE
i
140 4. ALL PAVEMENT DISTURBED BY THE CONTRACTOR'S OPERATIONS
B.M. SPIKE IN U.P. / 33 SHALL BE REPLACED IN ACCORDANCE WITH THE SPECIFICATIONS
& c
1, #136 ELEV =386. �9 AND AS SHOWN ON THE DRAWL 1%0
,
' 64 386.;9. 64 � (U.S.G.S. DA i uM;
CA �� / e *
ep �44 � i ,_, 6 5. ALL AREAS DISTURBED BY THE CONTRACTOR BEYOND LIMITS OF
WORK SHALL BE RES T ORED AT NO ADDITIONAL COST TO THE
385.58 �a OWNER.
*I fTBM) / 9 e
I / I l k SWoMp
6. UNLESS OTHERWISE INDICATED, CONCRETE USED FOR PIPE ANCHOR
1
BLOCKS, BACKING, PIPE CRADLES, ARCHES, AND FILL SHALL HAVE
I A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
+ 9 - - / swdMp _
3e�.52 3� 3 7. CONCRETE THRUST BLOCKS, ANCHOR BLOCKS, OR APPROVED
grnd.
d, JOINT RESTRAINT METHODS SHALL BE PROVIDED FOR WATER MAIN
.ffi
9� / 137 ed ge H� PLUGS, OR WYES ARE INSTALLED. FOR
s
!� 379 , %S 3c Wp
W. ,tRE ANY BENDS TEES, PL
1 B-4 THRUST BLOCK DETAILS AND MINIMUM BLOCK BEARING AREAS,
toe i 1143 03 38 6
--
POJ B1 1 SEE DETAIL, D C2.
grnd.
37920 J 8. THE CONTRACTOR SHALL NOT STORE ANY APPARATUS, MATERIALS
too- , r 1 SUPPLIES OR EQUIPMENT ON DRAIN��E STRUCTURES OR WITHIN
_ _ 100 FEET OF WETLANDS.
Q.3g se ip 38 - ;1� se ip
g 1
CA ¢ .� 9 4'a' - - -'- - - - - _.__._._._._ _._ _._ _ _ _ - 9. NEW WATER MAINS & SAMPLE LINES SHALL BE INSTALLED AT THE
LOT A MINIMU DEPTH FROM FINISH GRADE TO TOP OF PIPE AS SHOWI'J
11 s 27 73 + /-� SQ. FT ► • I , ON THE DRAWINGS. WHERE NECESSARY, NEW WA
1� locust TER MAINS SHALL
_ f ' � ^�
384.46 BE INSTALLED AT A GREATER DEPTH TO CLEAR OBSTACLES SHOW.
-� ! 1 .B -3 (REV) ON THE DRAWINGS AT NO ADDITIONAL COST TO THE OWNER.
0 0 „F MINIMUM CLEARANCES TO UTILITIES, AS SHOWN ON THE DRAWINGS
0 W H FYBALES & SILT FENLt, ' SHALL BE MAINTAINED.
0 3 SEE DETAIL DWGN. 106 , °f
384/J5 377 5 ewe et n�
? 36 64 I grnd• d '" 10. THE LOCATION - OF PIPES, CAPS, REDUCERS, BENDS, AND OTHER
de11n eote FITTINGS AT POINTS OF CONNECTIONS TO EXISTING MAINS IS
t ; 6 4� ! ' e
(REV) APPROXIMATE. THE CONTRACTOR SHALL DIG A TEST PIT AT EACH
j
, _ i • - LOCATION TO DETERMINE THE DIAMETER AND MATERIAL OF THE
EXISTING PIPE AND THE LOCATION OF THE TIE -IN POINT.
SHALL NOT OPEN OR CLOSE ANY VALVES
°t o�d5 11. THE CON
�� 3e I : • di �t+P�\ WHICH HOLD WATER IN THE SYSTEM. THE OWNER WILL, ON 24
l 12 locust St F ;o 1; I -" otied HOURS NO??CE FROM THE CONTRACTOR, OPEN AN /OR CLOSE
5 3a :.31 ~ 1 384.10 'test ortng ; , : e�`�,e / ► s
,� ►� d ANY VALVES REQ FOR DRAINING OR ADMITTING 1tyATER TO
z / PROPOSED ,• A_3 / �� �.
p 66 384 4 ,� > 3 { II 1 N -
CA `, - u.p. X 13 5 .- '� -_- 0 � •, _ - . - ; � 768 �33 / THE VARIOUS SECTIONS OF THE WATER MA���I..
38 .93 `
4 :384 4y 9' locus* F.F 384.00 DO
op FI 3e�.o1 i 3�3 =3 "? X764 �d 12. EXISTING UTILITY AND PROPERTY LINE INFORMATION, TOPOGRAPHIC
354 17 * �° INFORMATION, EDGE OF PAVEMENT, UTILITY POLE LOCATIONS, AND
aC ' c sign ' ' d
q r grnd. 6q , c� _ �E R t`
- 6 8 - 86 �= e L0C'AT10N - OF EXISTING ABOVE GROUND STRUCTURES WE • E TAK
r 14 , tocu 108-,
s 1 f ! t O / 3g aortng ,,78 .22 A7 -� ,l �,: 3 / .� c ot= - u 1 i
oil - ! y , -� - r J - _ -� Ile X74.60 FROM PLAN, PREPA.D BY HAR0�0 L. EATON &ASSOCIATES, INC.
, - s n` f • : r - gr nd X6.52 A -s td. pond
!W 1 ! 93 t ' 1 _ --• A7 - 5 3 s.t;� A BE COMPLETELY CLOSED AT THE
i 383 ..A � 15. ALL ST�R�ET EXCA . SH
1 !/ 4' tocust f ;' I ` ° -s END OF EACH WORKING DAY BY BACKFILLING. COVERING WITH STEEL
a I 1 ' f ' 09 376 .40 , eaA a PLATES MA BE ALLOWED IF APPROVED BY THE ENGINEER.
'C
grnd. O "Q' 293 7 4.2C
7 KIP 384, 2 `
o / d. .• ;` 1 ae�`/� ed. pond 16. THE CONTRACTOR SHALL COMPLY WITH ALL CONDI I IONS AS OUTLINED
PRECAST SAMPLING �" ' 14• tocust - PRECAST DKTVVLtLL
` .., �: A -6 1 1z
IN THE NORTHAMPTON, MA CONSERVATION COMMISSION ORDER OF
V A UL ( TYN ), SEE 1 � 3�,4 c� / �/ 5' POND CONDITIONS.
DETAIL, DWG. C -2 37(,.GI 1 374
r j
_
Q. c'4 FIXTURE :tXPAI:Si�N ! •�,' 'r ed. pond �c NATIO AI I 384 S _ t � 'x2 17. ELEVATIONS REFERENCED ARE NATIVNAI GEODE -TIC; VERTICAL DA I UM
J•` 4 tocu 1 to`u / AN�F -RMER 5 ) •r NGVD , FORMERLY U.S. COAST AND GEODETIC SURVEY DATUM
5 _= TR f 1 }
_ j . ,
- / �. D OF 1 y28.
384 07 PA
A7 - 3 / c
grnd.
c /tom A-1
110 \
z ,
837/9 / • # i . • 375.57 �
' 0 . _S
st
RIM = 383.28 � " •-' ?��4 - y � > grnd. \
UMi T OF PAWED
INV. =378.1 = rnd.
a 50 ACCESS ROAD • ,' \ 1
374,
ed. pond
/ = _ •
i _ _ - __ _ - _ •. SUPPORT FABRIC
383.2 ep / - r'
E A- 112IS.sS A- 21 :7 STAN
c. bash 353 86� grnd. T 12 --- _� - -- -- - - , _ _ --- - -- - - - - 6 �_- - -- - - - - - 2 "x2" STA
4' 0. C.
---- -•r FILTER FABRIC
r _ - A -10 315 69 A -9 376.16
, 103
. > = 31800 � - �_ • -
grnd. 1
/ 376.13
� A
f
i
wrs N �F) 83 j
fdf 3f3; 43 N/F
grnd. ELEANOR 0'B. AND ,KERRY F. MEEHAN
BOOK 4639, PAGE 53
X83
• S - 68 t � ;f •�- • � - u u u
.70 383.3�
ep CA -
38 ='.�$ .
ep -
u.p. #134
0' 2u 40' 60`
U L u
- 1
z'_6 ^.J
HAY BALE &STAKE
D IRECTION
OF FLOW
6"
BACKFILL
DETAIL - EROSION CONTROL
SCALE '. NONE
Digltt�ted _ O �
I coed 06 1
1. THE CONTRACTOR SHALL CALL DIGSAFE AT 1 -888- 344 -7233 AT
0
FOUND IRON PIN
LEAST 72 HOURS, SATURDAYS AND HOLIDAYS EXCLUDED, PRIOR
0
IRON PIN TO BE SET
TO EXCAVATING AT ANY LOCATION. A COPY OF THE DIGSAFE
A
UNMARKED POINT
PROJECT REFERENCE NUMBERS) SHALL BE GIVEN TO THE OWNER
■
FOUND MASS. HIGHWAY BOUND
PRIOR TO EXCAVATION.
i
TRAFFIC SIGN
1
UTILITY POLE
TEST BORING
2. LOCATIONS OF EXISTING PIPES, CONDUITS, UTILITIES, FOUNDATIONS
CATCH BASIN
AND OTHER UNDERGROUND OBJECTS ARE NOT WAR RANTED TO
�-
o
Q
�
BE CORRECT AND THE CONTRACTOR SHALL HAVE NO CLAIM ON
F_
1' CONTOUR LINE
THAT ACCOUNT SHOULD THEY BE OTHER THAN SHOWN.
U
5' CONTOUR SINE
0
z
w
V
F-
3. STONE WALLS, FENCES, MAIL BOXES, SIGNS, CURBS, LIGHT POLES,
Z
cr
0
ETC. SHALL BE REMOVED AS NECESSARY TO PERFORM THE WORK
0
AND REPLACED TO A CONDITION AT LEAST EQUAL TO THAT
o
BEFORE CONSTRUCTION BEGAN. UNLESS OTHERWISE INDICATED,
C. b0s!n
` ' f ALL SUCH WORK SHALL BE INCIDENTAL TO CONSTRUCTION OF
' � THE PROJECT.
1 100 BUFFER ZONE
i
140 4. ALL PAVEMENT DISTURBED BY THE CONTRACTOR'S OPERATIONS
B.M. SPIKE IN U.P. / 33 SHALL BE REPLACED IN ACCORDANCE WITH THE SPECIFICATIONS
& c
1, #136 ELEV =386. �9 AND AS SHOWN ON THE DRAWL 1%0
,
' 64 386.;9. 64 � (U.S.G.S. DA i uM;
CA �� / e *
ep �44 � i ,_, 6 5. ALL AREAS DISTURBED BY THE CONTRACTOR BEYOND LIMITS OF
WORK SHALL BE RES T ORED AT NO ADDITIONAL COST TO THE
385.58 �a OWNER.
*I fTBM) / 9 e
I / I l k SWoMp
6. UNLESS OTHERWISE INDICATED, CONCRETE USED FOR PIPE ANCHOR
1
BLOCKS, BACKING, PIPE CRADLES, ARCHES, AND FILL SHALL HAVE
I A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
+ 9 - - / swdMp _
3e�.52 3� 3 7. CONCRETE THRUST BLOCKS, ANCHOR BLOCKS, OR APPROVED
grnd.
d, JOINT RESTRAINT METHODS SHALL BE PROVIDED FOR WATER MAIN
.ffi
9� / 137 ed ge H� PLUGS, OR WYES ARE INSTALLED. FOR
s
!� 379 , %S 3c Wp
W. ,tRE ANY BENDS TEES, PL
1 B-4 THRUST BLOCK DETAILS AND MINIMUM BLOCK BEARING AREAS,
toe i 1143 03 38 6
--
POJ B1 1 SEE DETAIL, D C2.
grnd.
37920 J 8. THE CONTRACTOR SHALL NOT STORE ANY APPARATUS, MATERIALS
too- , r 1 SUPPLIES OR EQUIPMENT ON DRAIN��E STRUCTURES OR WITHIN
_ _ 100 FEET OF WETLANDS.
Q.3g se ip 38 - ;1� se ip
g 1
CA ¢ .� 9 4'a' - - -'- - - - - _.__._._._._ _._ _._ _ _ _ - 9. NEW WATER MAINS & SAMPLE LINES SHALL BE INSTALLED AT THE
LOT A MINIMU DEPTH FROM FINISH GRADE TO TOP OF PIPE AS SHOWI'J
11 s 27 73 + /-� SQ. FT ► • I , ON THE DRAWINGS. WHERE NECESSARY, NEW WA
1� locust TER MAINS SHALL
_ f ' � ^�
384.46 BE INSTALLED AT A GREATER DEPTH TO CLEAR OBSTACLES SHOW.
-� ! 1 .B -3 (REV) ON THE DRAWINGS AT NO ADDITIONAL COST TO THE OWNER.
0 0 „F MINIMUM CLEARANCES TO UTILITIES, AS SHOWN ON THE DRAWINGS
0 W H FYBALES & SILT FENLt, ' SHALL BE MAINTAINED.
0 3 SEE DETAIL DWGN. 106 , °f
384/J5 377 5 ewe et n�
? 36 64 I grnd• d '" 10. THE LOCATION - OF PIPES, CAPS, REDUCERS, BENDS, AND OTHER
de11n eote FITTINGS AT POINTS OF CONNECTIONS TO EXISTING MAINS IS
t ; 6 4� ! ' e
(REV) APPROXIMATE. THE CONTRACTOR SHALL DIG A TEST PIT AT EACH
j
, _ i • - LOCATION TO DETERMINE THE DIAMETER AND MATERIAL OF THE
EXISTING PIPE AND THE LOCATION OF THE TIE -IN POINT.
SHALL NOT OPEN OR CLOSE ANY VALVES
°t o�d5 11. THE CON
�� 3e I : • di �t+P�\ WHICH HOLD WATER IN THE SYSTEM. THE OWNER WILL, ON 24
l 12 locust St F ;o 1; I -" otied HOURS NO??CE FROM THE CONTRACTOR, OPEN AN /OR CLOSE
5 3a :.31 ~ 1 384.10 'test ortng ; , : e�`�,e / ► s
,� ►� d ANY VALVES REQ FOR DRAINING OR ADMITTING 1tyATER TO
z / PROPOSED ,• A_3 / �� �.
p 66 384 4 ,� > 3 { II 1 N -
CA `, - u.p. X 13 5 .- '� -_- 0 � •, _ - . - ; � 768 �33 / THE VARIOUS SECTIONS OF THE WATER MA���I..
38 .93 `
4 :384 4y 9' locus* F.F 384.00 DO
op FI 3e�.o1 i 3�3 =3 "? X764 �d 12. EXISTING UTILITY AND PROPERTY LINE INFORMATION, TOPOGRAPHIC
354 17 * �° INFORMATION, EDGE OF PAVEMENT, UTILITY POLE LOCATIONS, AND
aC ' c sign ' ' d
q r grnd. 6q , c� _ �E R t`
- 6 8 - 86 �= e L0C'AT10N - OF EXISTING ABOVE GROUND STRUCTURES WE • E TAK
r 14 , tocu 108-,
s 1 f ! t O / 3g aortng ,,78 .22 A7 -� ,l �,: 3 / .� c ot= - u 1 i
oil - ! y , -� - r J - _ -� Ile X74.60 FROM PLAN, PREPA.D BY HAR0�0 L. EATON &ASSOCIATES, INC.
, - s n` f • : r - gr nd X6.52 A -s td. pond
!W 1 ! 93 t ' 1 _ --• A7 - 5 3 s.t;� A BE COMPLETELY CLOSED AT THE
i 383 ..A � 15. ALL ST�R�ET EXCA . SH
1 !/ 4' tocust f ;' I ` ° -s END OF EACH WORKING DAY BY BACKFILLING. COVERING WITH STEEL
a I 1 ' f ' 09 376 .40 , eaA a PLATES MA BE ALLOWED IF APPROVED BY THE ENGINEER.
'C
grnd. O "Q' 293 7 4.2C
7 KIP 384, 2 `
o / d. .• ;` 1 ae�`/� ed. pond 16. THE CONTRACTOR SHALL COMPLY WITH ALL CONDI I IONS AS OUTLINED
PRECAST SAMPLING �" ' 14• tocust - PRECAST DKTVVLtLL
` .., �: A -6 1 1z
IN THE NORTHAMPTON, MA CONSERVATION COMMISSION ORDER OF
V A UL ( TYN ), SEE 1 � 3�,4 c� / �/ 5' POND CONDITIONS.
DETAIL, DWG. C -2 37(,.GI 1 374
r j
_
Q. c'4 FIXTURE :tXPAI:Si�N ! •�,' 'r ed. pond �c NATIO AI I 384 S _ t � 'x2 17. ELEVATIONS REFERENCED ARE NATIVNAI GEODE -TIC; VERTICAL DA I UM
J•` 4 tocu 1 to`u / AN�F -RMER 5 ) •r NGVD , FORMERLY U.S. COAST AND GEODETIC SURVEY DATUM
5 _= TR f 1 }
_ j . ,
- / �. D OF 1 y28.
384 07 PA
A7 - 3 / c
grnd.
c /tom A-1
110 \
z ,
837/9 / • # i . • 375.57 �
' 0 . _S
st
RIM = 383.28 � " •-' ?��4 - y � > grnd. \
UMi T OF PAWED
INV. =378.1 = rnd.
a 50 ACCESS ROAD • ,' \ 1
374,
ed. pond
/ = _ •
i _ _ - __ _ - _ •. SUPPORT FABRIC
383.2 ep / - r'
E A- 112IS.sS A- 21 :7 STAN
c. bash 353 86� grnd. T 12 --- _� - -- -- - - , _ _ --- - -- - - - - 6 �_- - -- - - - - - 2 "x2" STA
4' 0. C.
---- -•r FILTER FABRIC
r _ - A -10 315 69 A -9 376.16
, 103
. > = 31800 � - �_ • -
grnd. 1
/ 376.13
� A
f
i
wrs N �F) 83 j
fdf 3f3; 43 N/F
grnd. ELEANOR 0'B. AND ,KERRY F. MEEHAN
BOOK 4639, PAGE 53
X83
• S - 68 t � ;f •�- • � - u u u
.70 383.3�
ep CA -
38 ='.�$ .
ep -
u.p. #134
0' 2u 40' 60`
U L u
- 1
z'_6 ^.J
HAY BALE &STAKE
D IRECTION
OF FLOW
6"
BACKFILL
DETAIL - EROSION CONTROL
SCALE '. NONE
Digltt�ted _ O �
I coed 06 1
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NOTES:
1. PROPERTY LINES SHOWN AS TAKEN FROM A PRELIMINARY PLAN ENTITLED
"... PLAN OF LAND OF THE ESTATE OF GERTRUDE M. STARKUS ..." DATED
6/13/97 BY KILLAM AND IS NOT THE RESULT OF A SURVEY ON THE GROUND
BY THIS OFFICE.
2. LOCATION OF BEAVER BROOK AS TAKEN FROM THE CITY OF NORTHAMPTON
ASSESSOR'S MAP SHEET 06 AND IS APPROXIMATE ONLY.
3. LOCATION OF BUILDINGS ARE APPROXIMATE ONLY.
I
400 soo aoo
100 200 METERS
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NOTES:
1. PROPERTY LINES SHOWN AS TAKEN FROM A PRELIMINARY PLAN ENTITLED
"... PLAN OF LAND OF THE ESTATE OF GERTRUDE M. STARKUS ..." DATED
6/13/97 BY KILLAM AND IS NOT THE RESULT OF A SURVEY ON THE GROUND
BY THIS OFFICE.
2. LOCATION OF BEAVER BROOK AS TAKEN FROM THE CITY OF NORTHAMPTON
ASSESSOR'S MAP SHEET 06 AND IS APPROXIMATE ONLY.
3. LOCATION OF BUILDINGS ARE APPROXIMATE ONLY.
I
400 soo aoo
100 200 METERS
I
W
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NOTES:
1. PROPERTY LINES SHOWN AS TAKEN FROM A PRELIMINARY PLAN ENTITLED
"... PLAN OF LAND OF THE ESTATE OF GERTRUDE M. STARKUS ..." DATED
6/13/97 BY KILLAM AND IS NOT THE RESULT OF A SURVEY ON THE GROUND
BY THIS OFFICE.
2. LOCATION OF BEAVER BROOK AS TAKEN FROM THE CITY OF NORTHAMPTON
ASSESSOR'S MAP SHEET 06 AND IS APPROXIMATE ONLY.
3. LOCATION OF BUILDINGS ARE APPROXIMATE ONLY.
I
400 soo aoo
100 200 METERS
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NOTES:
1. PROPERTY LINES SHOWN AS TAKEN FROM A PRELIMINARY PLAN ENTITLED
... PLAN OF LAND OF THE ESTATE OF GERTRUDE M. STARKUS ..." DATED
6/13/97 BY KILLAM AND IS NOT THE RESULT OF A SURVEY ON THE GROUND
BY THIS OFFICE.
2. LOCATION OF BEAVER BROOK AS TAKEN FROM THE CITY OF NORTHAMPTON
ASSESSOR'S MAP SHEET 06 AND IS APPROXIMATE ONLY.
-- PROXIMATE FORME�pROPERTY LINE 3. LOCATION OF BUILDINGS ARE APPROXIMATE ONLY.
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NOTES:
1. PROPERTY LINES SHOWN AS TAKEN FROM A PRELIMINARY PLAN ENTITLED
... PLAN OF LAND OF THE ESTATE OF GERTRUDE M. STARKUS ..." DATED
6/13/97 BY KILLAM AND IS NOT THE RESULT OF A SURVEY ON THE GROUND
BY THIS OFFICE.
2. LOCATION OF BEAVER BROOK AS TAKEN FROM THE CITY OF NORTHAMPTON
ASSESSOR'S MAP SHEET 06 AND IS APPROXIMATE ONLY.
-- PROXIMATE FORME�pROPERTY LINE 3. LOCATION OF BUILDINGS ARE APPROXIMATE ONLY.
400 600 800
100 200 METERS
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