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E layne Hart, Executive Director 35 Medford Street 739 Central Avenue 370 Washington Street SALEM PLANNING BOARD APPLICATION FILED
r 27 Charter Street Somerville, MA 02143 Johston, RI 02919 Brookline, MA 02146 -------------------- FINAL PLAN FILED----_-_----_--
Salem, MA 01970 (617) 776-6545 (401) 943-3339 (617) 739-8425 x216 ____ �" - ___________
(978) 744-4431 X111 -----�------------- HEARING DATE ---------_----
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i• 13L0r / ry i \ \ / 125. �' ) . 6174 /
12"GONG. ( rte•°_ , 1 1 ( 1 I ( 1 1 / / ! Q / / \\ ( .'' 1]5.74 //V \ / / / / / . / / / (h)
I 11 I I I I i 1 / / / \ 1 \ / *V j /,;+ - - 1YT.49ew )
1 R=109. IT +\ \ I 1 I I i / / / BEOM-6 / / \ 1 3 . \ I \ ' I -�! 'yZ E E / / / ! ) , ✓ f.07Rw, 127.09 !
1 I I I ( 1 / / I NAIL-SET / / \ ,- 1 13431'2 , \ 1 / `` / / / ! , --- , /
UBLA 'I\ 1'll \\\ i I I I I I I 137.24 ' / / EL=143.54 // \ I \\ / I - \ \\` , / /J ! ,! / __ / N/F
R=1 .7t �, \ 1\ 1\I \`\\ i I I 1 I I 1 . t !/ / / \\ / \ I / ,' ., 124,34, I \a ! 1 / II1t69r // r /
,, \ 111 \\\\ I I 1 I `\ I \ \ / 142.59 // \ 39 46 -/ 13476 i / , // "\ \ \ 7 /1484 1 1 y,.�, , `-/ CITY OF SALEM
I ` 1 ii`i \\\\\\ I i I 1 I f `\ `\ \`. 'I/I - 1 I I % '' /' / I \\12644 j / 1 ,/ //', ..1J - /
I 1 i / I AREA �' - 435 5 '78 S F . f I ' ' / I - , - __/
ttlaob 8 1'\ \I\II\\ I I I I,32.85 I i `\ `. `.` /I / S . I / // I/ , , I \• { JJ / I j-,. /, //
C C. \ \\\I\I\ i 1 L_- \ � !im \\ \`. --'' i /'�\ / f 1346{ i /' // ' /I / 1 1 1 ' /' JJ ` ' ' , !
\ \
` OR 10 0 ACRES f I /' '' '
,n \ t -,\\\,\\ \_\]1.521 \ �.-.-•' \` `\ / / \ • 1 / / I j \ 1 �- / / 12275 ,t' i '! 1 `i?a.S4
-_ - - -- 1 \ 1t\3..%\\ I_ \ 141.74/ / \ j / ' ' / 1 / /
Q 19045 ` % 4ry1 1 1\\` 1\\,27.0 - `\ \\ \ _�36l6 `\ `� Y J `) 136!0 I /' / /' , 1 ,27.44// ,I %•140.55 iJ
I 134�A / / 1 1 123.9111 / /
- - ' 110.79 GUY 1 1 / 1 -, _ I ` ,/' I: 137.97•l 1 J 114607 `\ ` 140.32\ \,\ i_ 1 134,3 J' II % // /' /' ,210:1!\ t\ ,`--� / `'` `- -/ / 11 `
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ET�t2531 tT; \ �\ lI` J \ ) 1 / / / ' / '' * -_ `- s9 a: IIr `\ °l I l 1 i ��` \\ `- -/ 2S.f:�j ' !UTILITY LEGEND 1 1 , •z� ` �3t•5�, 1 /
� '� \N2d44 \ I / / / ! I ' \ \ \\_,___----- j I I I I / \ `\---'"-_ 122.19 , /
---- ---- - - ---- ---- -
--,25 / I 737.83./ - 1 -- -\ ` I I I / 4" \ \ i
I,-' r / l ! 1 / / / / \ ,3680 \ I 1 I 1 I ! l !-,\
c\ 1 \\\,111,'+27. ' / / ! 13678 r------- - i I , , ► `\ \ - --- _\ 138„80 I I I I i i I , ! / .\ 720 \ `\ III
, /iflm/ LEGEND
iy,r�' ` , \I \\\1111` �\ ) I �\ 1 I / 1/ \` \\ -- •\ `I- �`\ r I I i ! f I ! l ! \ \\ \ \ \._ / - ---
'' \\\1111 \ I I 4f�6 `-`\ \ \ 137;80 1 r / / / I \ \ I
\111p�Y7.2f \ / I ___ I I \ 14441, -- _ \ \ \ f 1 1 r 1 / l l ��\ \ `\ \_ \ \___ _/ - --
IIIIIIIIIrt110.77 \ , \ +31.271 --_- \ I I / `\ -- _ ` \ \ `� -� �- -_ --_� I 1 / i ! 126.30
DRAIN - ---- -- D- - - t 1\i\M \\ \ 1 i 1 /I/ f ' `\ \ ` �`------''- ,' i i I j i 1 r i i i i `\ 119.2%\ \1•,24.15 _N '
�• ` 1 � I \\ ���_- \ I 1 / / / • \ \\ \\ \ /' I 1 / . \\I \\ .1 121.56/1
1{tN \ I 1 ) 1 / 14 A9 \ \\ of 7f t 1 i I / / / ! I i -` Q BEM- t
WATER W 11>+p` \ � \` `\ I I i I r i ,�v'- ---__ _ I / \ \ \ \\ / I i I I I f r / ! / , / \ , t ,, I _ 126.07 BOSTWICK EOM STATION MARK
1 4 �\ {1 03,\`\\ \` �\ ``\ ♦ I ! / i I / / \ 1// /' / / \ \ 141AS , I I i I I i / ! / I , t�1�\ Itt6a� , ,• 1 4+
( ` \ \ `\Yua7a \\ \ 1 1 ► i J f f + I /' .`' i \\741N _ 1 1 /' i I1295?I i i /( : / / / • / I W w 1 C '.BDH CONCRETE BOUND WITH DRILL HOLE .�_1 , / +?� /' / / , t24.23N )� �'. BLP STONE BOUND WITH LEAD PIN
�' 1 \ •421. � . r- 1 / ! ! I! / 149111 i / / / / /• 141.42 _ - -\ I 1 / 1 i / I j -< / / / / /' 0 LA
GAS G ` 1 '�I\e Wit\ 0.r I '�1441IT \ i. --- / 1 1 i i i i i ) j ��,' / o IRON PIN Q)
T ` ` Z\� \ 1 / 11696 / / ! - +41i3•I I 1 J I /
I 1 \ ► 1 I \ \ t J \ r / r 1 1 / I I ' JI LIGHTDPOLE - '> -�-J
1 , 1 \\\\\\ \` \ 1 \ I 1 1 %' '1 '\ `\ `\ , /I / \\ 1 - i I I I I I 11 11 I I l I ) \��7f^ /,. .'Al,,/' I i _
111 I \ I I \ 1 , / 1�dy 1 / t ! 1 1 f ! wF/13K \\� - / /
1 1 1 / 1 1 1 \ -, . / '
\ 1 1 1I \11.99 1 \ 1 1 I J / 1 \ \ \_--__ -- 147.73 / 1 \ l 1 / I I i ! I 1 I f u / \ \ . / 0
1 1 1 \I \ \ ( \ i 1 934 ) ! 74240\ `\ `\\_- .--�tE7.77 /' ! I i 1 I i t`• .\\ \
ELECTRIC E ` / \ / I +�n'r I\
/ % I" / \ '�`.I l I I I I I I I I 1 ° ' ! .\\\--
� --- _ / / ,31.48 o--# LIGHT POLE OVERHEAD D
' \ I \%\\\\\ \ t M I I i i I / 145 \ \ / I I 1 I 1 134 \ \\
\ � 1 I I 1 951 / / ! I �r I t l l f l l 1 1 ^\ I \ \ \ � - IYzb.0
TELEPHONE - - - T- - - \ . ` . 1 1 j t / 1 I / ) ► 1 \\ 72293 ,27.07. J' ) Q
�f. ' I I i\I \ \ \ I I l 1 1 j ! l / 1 1 / j 1 l l r r 1 1 r , j ` �,ti - - `►g3.o` P-� TRAFFIC SIGNAL OVERHEAD
tit.a , ` 1z .1,."b 1 1\ \ \\\I 1 1 1 I ) i 1 1 1 I 1f `\ 15609/ / ! II ,I / ( j /I J' I 1 t I f 1 1 I i 1 I \ ` \ \ \�` \ `\ �yr� ---- i � _
� I I II\ \\ \ l I I j I 1 I , I / f `\ /' ' 142.97 1 I I I I / I 11 I I I I �\ \ ` ` / ` S37 0 18 `-1 I f a- UTILITY POLE
I I 1 \ \ \ \
OVERHEAD WIRES OHW >~.� \ 1 \ \ if i I + t 1 t , , / 1 \ 1 , \ ' , I , ' / l r / 1 •' ° I j ► I ' 105,9 \ \ \ \ /, `.� 1 , -_
\ 1 �ti+ hJ\\ \ \\ \ i ( i\1\`" I 1 t 1 1 f ) `.46�4 : f / \ ' Jr 13z ' /' I /I I 1 ! 1 ) ) / l ) 1n�1 10 \\ \.` �f t4*12 `. t I I I i f ®® CATCH BASIN Q) Q)
>? R-111.23`\ ', y. \;n \ \` \ \ I I 1 1 I f '1 / I / \ I' / 4) I , / / I f I 1 ) I \, r 1 1 O MH MANHOLE U
t�
FL- \ tD` i�r(S,. \\ \ \\ \ \ \ I 1 ( , \ , I , I , / I / / , / / / 1 j I / l / I l \ 12782 ,4. \\ ♦\ �� \ 3S 4 1 I 1 1 f- �
+�' ` 1\\`\` \` ` \\ \ \ \ \ , I I I _-"\ \ / i ) \ I /' I! /' I I ' / l I I l I ) 1 ! !' . -41. \`\ - DH- r \ \ 0 \ /, , j I i i CO CABLE TV MANHOLE •-
t7 11 \ 1`11`1\\\` \ \ \ ` \ I ( l_-' '' `\ \ ' 1 / \,' 173994 > / / / ' I / 1 / I i I l I !/ �r/�1.."\' \\-- F =1 .99 �� \ \ . . / , / I
\ i \ \ \ \ \\ ` \ I \ I - I ' ' O r / / ` 1 ```\ , ``--___-_ ',� ,a, QD DRAIN MANHOLE Q Q
�S / \ \ \ \ I\\ \ I\ 1 1 i j /- ' 1J61r J I' // / i I L_ t I i 1 f I 1 \�, `1 i2e. \\- ' 1E71 (n
1 1 \ \\\\ \ \ \\ \ \ \ \ , \ 1 / BEOM-7 I ! ,41.24 ' I / ' / / i+� j/ 'I I 1 I 1111__` l E 0 G E '` \ ' '' / /
\ \ \ \ \ \ \ 74aw \ \ 149.60 , ,, \ _ � QS SEWER MANHOLE � �
\ \ 1 \ \\ \ \ \ \ \ \ \ \ \ \ 1*la \ , / NAIL-SET 1 i / % lI /40959 . `_ \\\ - \\ ' i /' `
6f , \ 1 1 \\\ \\ \ \\\ \ \ \ \ \ I \ `�_--_- _---�.\ `\ `__, 14625 i 141.50 / J , / . / / / , �� ! / Vf11a121 \ �_ `� \ • ' - ,dYF ! J 172.9+ WATER GATE O
01 , \ \ \ \ \i \ \ \ I `�__ _ � � EL=145.33 // 1 ' ' /' ' /' // /' % /' ,' %,I/I !' 03H -/ 1� I \\� _ \\ \r-j.- ' // / _�^_ 01�
\\ 11 1 \ `\ \ \\ \ \ \ --- -1 \ 14630 ,♦ ' ♦/ 1 ��\'- ` 116.]!_` t \ . . -_ p� .
\ \\ \ \ I ` I \ \ .� \ \� 14470 �° ,' / ,..130.911// / , , / / / ) / / , / , / l - __ - _� ` . - 4 I -J SIGN
111.41 '' \ 1 \ \ \I \ \ \\ \ \ \ \�� -- 36. U' `� \\ _ --- 144_M• ,-' / 71p64 -' / ' / , / / / / / / / / ( 1 , + 18!!.24 /,J�� -- �3�3- ., - -\ --w7� BSW BACK QF SIDEWALK �\ ^
1 \ 11285 \ .a. \\\ - L ( , .` \ \ / 140.34- , / / , / / / / I �. `- --
t,i`,T \ , I \ ` "�� _ 40_` 140.04 - , .e ,' I / ,/ / ! / / / / , I ft?P - . I 1 i x SPOT ELEVATION LOCATION
\ \ \ !,��y, �,^\ �� . \ -- ,- - . / / / / /,"'110.1111" ' 1 i 1oo.a3 - -- 1
Imo• ' ` �, 1 1 \ i \ I `\\- `-\ 1 1 3731..''`. `. `. '----------' ' -' I ..' I I / / / / /, , , 1o685• NF . - -'1 1.- ! 1 100.00 ELEVATION
0. 1 , \ \\ 1 I \ \\ I\ 1 i \\--, I 1\1\``�1- \,` `\\ \ - ' -' ,' ., ./ / /' ,124.06// /!/,,//' ! I 1+76 + + - & 105.96 10698 \.� 707A2I 1 1
O`----__`-` •707.78 n` �1l
\ \ �S/ 14646 -"- - „-- , , , / / .. , / / I J + I 100.00BBRM W W Q)
.� , , \ ` I 1 I \ I I 1�6.5Z\`�\ \ \ . `� -- - / .. / / ! ' -' ,• ' /t '' / / 1 105.86 1 I f +' �V -
NOTES: ` 'n{ 1 I 1 ` ` \ - 1 '' - ' - ! ` f ( f 100.S0TBRM BOTTOP OF BERM
_- / . / .27.16. - , /, -
1 \ i 1 I '�t'�1 1 I \ `\ \ `�, `., ``_ -- �-- , , , 11 ',-� �,--_,// -' / / } 106.53 'VLA + 1 , 0 .�, 0 0
1 1 -- , I I / / - - / / ;• `I 1 I oo.00ec BOTTOM OF CURB o / n
BIT. \� 1 1 1 1 1 1 \ \\ \ \131.27` _\ •\` ' 137A, - - ' , / / / / / ' - - / / + + + + ! d
1 . ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM
CONC. i 1 I I I I I `\ \ . '3'-52 - - , ' i i %114]2 10975 1 1 _ ( J
\ 1 \ \ \ ` �� `�� ` _ - --- .'��--' .' . . ,, . / ) / / / ) ' / / f . !14 I I 100.50TC TOP OF CURB
OF 1929 (N.G.V.D.). TO CONVERT TO CITY OF SALEM DATUM 1 \ , I NJ6`•i ' 1 ' ` \` '__ ,' - /' ' ' ' I / ' / -
\ 1 1 1 f \ \ \ \ \ `� 13e.•4Q , , , / . / / / I / / / I JIW#tx WETLAND MIEA . +I + ! I I 00.00BW
,n Q1 \ 1 / I 1 \ \ \ \ - �`�` `-� _ . . `�� _ / , , / , / i ' + r j I BOTTOM OF WALL
\ � �`_ - / r 7269/ / 1
PLANE ADD 4.36 FEET. UG ; \ 111. .-) I/ 1 1 `. `\ `\ - ,39.54 ' , `-BEOM-8 ,' ,. I / 1 I 1 ,• A 1 • + + + + (A I I I 105.0oTW TOP OF WALL
\ \ \ \ \ \ _�`\ -- -- 1 / . / . - ' I 1 ! -' BEOM-11 I / J i ) I
1 `, \ +13.51 ,I ; \\ �\ `\ `_ `1 _- 5' °H- .' ,' / : f 10690 Y I I Ls LANDSCAPED AREA
2. LOCUS PARCELS SHOWN HEREON ARE LOCATED 'WITHIN "''�' ` < / 1,++6.55 ` `'�'`7 ` `\ 3O, -_ `` 'i� 05 ' / 1 j i - NAIL-SET / ' 1
'.111: -)113.02( ,, \\ \\ \` `�--`` `\\\_ ---1 - _"+\t/, _ `�_�/'' ,I' ,11 -,'122.7,5%-/iA .1-117.40 I l�' �- EL=109.i9/I + + + + `106.961 -11 11 1 BIT. CONC.
BB BITUMINOUS BERM (I)
FLOOD ZONE "C" (AREA OF MINIMAL FLOODING) AS SHOWN �\ \ \,+ � �-`� ------- �'- \`� --_ . - / 1 - + BITUMINOUS CONCRETE z
ON F.E.M.A. FLOOD INSURANCE RATE MAP FOR COMMUNITY 1 1,7.49 �' � I+,.40. \\ \ ` _\`` '-_ `'/ ,_ -\\ - _ '- ' ' / f i - �" #IJIF +oe•Teev► 07,79 \
\ - ,25.43- - ;+9659 / I ► 1,07.10
0102 0005 B WITH AN EFFECTIVE DATE OF �� , , 9\ \`�17; �� \ \ \ _ /, _---- _ __- -- / 1 , \' ,07.55 CONCRETE -
�,I nix coNc. O
PANEL N0. 25 1 ' \ `. \ \ __----' '' '- _�=== is`9 ,' I ,12281 \I\\ *107.22`� + 107.,2 +� 30' ; i cc CONCRETE CURB
AUGUST 5, 1985. N 1 ` _-- ____ --_ -- -------- - ! 16696 � I•--
\ ''�� \ \ ;T93sz_ .".1� �, , 1111 ,, h --� �u I cc GRANITE CURB
�yT 1\ ��� „4.001 `\�� `\ \`\ ,47.,2 `- ----�_ `-' _ - - � -- ,'`-- - .. '� ,I „2.571-I \ \ ! 9F 30� i•' �"A \,Q' ,� CWF WETLAND FLAG
l d ` ` 1127411 175.04 \ -.) ---. /'' -- _ / , / `\ _I _ _ 100.94
3. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ON 1` _ --_- _ - --- I t Iz
- - -- _ ------ - \\ !jam' ;tio.e, 11125 Z
\ \ `` f .�'117.]0- ` -,/'...- •' .•� ,13.96/ 113.59 /', /'/10679 j \ - ) 106.91 ' WF JC l / /' i 08.9A \� 1
THIS PLAN ARE APPROXIMATE ONLY AND ARE BASED UPON \, I {�61�4� -{ titsas _ '`\ 120 _______ __ - - ) I �' ` _ _
` 1 1 _ \\ /' 117.x.71 - 114.12 / / . / +06.78- 05.31 WFttu; `\� \ O
A FIELD SURVEY AND A COMPILATION OF PLANS OF RECORD 1+0.97 1 '•'t I - _ --' _ ------- --624.71 ' - / ; 107.31/ , 1 NAILS 0 112.61
~ -----" '11341 1+3.71 '+1369 / 2 \ 1 NAIL-SET ,
FROM THE VARIOUS UTILITY COMPANIES. THE INFORMATION \ S 1pvie) - ^t1 `•__11&27`-- _ / ,: °s-___•_-- f -- ` , ' „ - ' ' /i 97 \ \ EL=112.06,- DHFr10
PROVIDED IS FOR THE USE OF THE CONTRACTOR. NEIT-�ER \ \I- _ +17.35' -_ ----__11 •+5__-- ___ -,-'' ----- N35 42 51 W - _ , IJ / p1r,h39 ' ( )
WARRANTY NOR GUARANTEE OF THE INFORMATION IS PROVIDED. �' -\ _ --- ____ -,"'I - , _ - - " J J J '_ --./ f-- 105 I \ \ (D
__
BEOM-4 41 ` _ ' 109.07 - _ '- / _- %11.40 __ / J J I 1°292 `\ 1 1 1 `- 11]53 `
PK-SET 110.90' J , ," B --'-_---_ `� ``_ -•------� -' ,---' _ / / i - _ \ 10488 i\ t 1 '_` r
THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EL=101.35 �� .`�07°° 106a3 ---"-"-- -- --_-- -------- / ' �+ __ r`. ,oi24 \ \ / -
UTILiTIES BY CONTACTING THE RESPECTIVE UTILITY COMPANIES --- __ _________________� ---110 /__- ___ III] ;11}6 / /---`-" \,\ \\ \i 11057 L\LJ
\ ` 1°613 ------i- --- 106]9 / / ,I 100.39--- - 0 �\ \ \ \ / / /
AND DIG-SAFE (1 -800-322-4844) PRIOR TO CONSTRUCTION. Ir
\� �' ; 183.+ ,' 18Jf ,^\ _____ - --- __
--_- I i / ,; --. \\ \ \ \ I I / 114.40 � /-\
1 1 / . . WF/Ij,.�• 96.39 '{, \ 101.11 . I 1 i V l ry
BIT. , 1 I j I -- --- 10509_ �` _.I_- +06.90/ ,, . / Wf_12 �__,_ 191YF 404 \ �\ 10351 t 1 / 91,1.52,
----------
GONG. I t 1 ) 1 `- --- r------_ `"\ 107.93 _ _-_ - ' /' /' �- \., ! i -- _15.73TM
4. LOCATION AND ELEVATION OF TWO SEWER MANHOLES COULD NOT! p'\ i ! / ,' _ .'�� - _ _ ____-- '- --^__ - - - \�• I r , 4� _ 14'79W,III
Cn
BE OBTAINED BECAUSE OF PARKED CARS. �Ila+6 ! ' _ __._ .--- W
,le ' 1 1 1
I 70402 - _ iT4- ----- .' ,/ 9429-'-- \ \\ \\ I i �,
, f , 1 I --`- ���_1PP0,.' /44/11 \ \ paw 1 L
IN ATIQN DONE BY WALTER HEWITSON PH.D.-BOTANIST. xt' o� 93 - -1111 . \,� i_ "THE UNDERSIGNED HEREBY CERTIFIES THAT THIS PLAN WAS o
5. WETLAND DEL E R=110.33 ` � ___--6, +'-- - \ r
45 CRESCENT DRIVE, BRIDGEWATER, MA 02324. FL=99.63 , _-- PREPARED ACCORDING TO THE BEST PROFESSIONAL STANDARDS
1'` N/F ----__ 9407... 7 BASED ON FIELD SURVEYS AND INSTRUMENTS OF RECORD AND
HIGHLAND REALTY TRUST .61',..-'' POND e IS SUBSTANTIALLY CORRECT," .�
13
9..,2,.. vAA 1 = 40
\ CITY OF SALEM �►``F,��o /; ,,- Sca1e1
`v\T JF CTC
AUGUST 10, 1998 T. __
r- CHARLES ' Drowm by Checked by
.
/ G7 C,`f40 Drawing Number
? ,`/ 8-114-98
a � `�3rss-"..
` Dote
CHARLES T. !CA PLS #38377 977 - C 1
Job (Number
DEF�INI TI VE
Droving Set
C:\PROJECTS\1149\EXISTSURVEYTITLE
A ^1' '
i
LOT # (TYP.) j 10
' 13 I
3 /
N F
13 / CITY OF SALEM
ASSESSORS MAP# (TYP.) _ •_- S36043305_E 641.08'
N�F �i ' 269.44' ,».� 371.64'
c�A
qct HIGHLAND REALTY TRUST
i ZONING DATA
\ Q / PARCEL A �•I
it
_
"R3"
AREA=60,700S.F.t DISTR .° ; ,4s.si'
N24'39'34"W
22.01' N L X1'3 *E FZI r-
/ I9I lm MINIMUM SETBACKS:
� = FRONT 15 FEET
2 STp�y OOD ,� c I , - I -
ff� WOOD # 1 �1 I '� SIDE 20 FEET
rTT1` 2 SjOR 9 I � I � °�°
S65'14 34"W r` I I ccr I I REAR 30 FEET
� I Izl
CONSERVATION m
.� A_31°20'27" ,\� r �� I _ AREA ' MAX. BLDG. HEIGHT:
L=158.63 00 ` S24 39 34 E �0'�--!� 45 FEET
R=290.00 i ' 4p \ 18.73' 20.03' �� %� ' �M�ENl AREA=270,026 S.F.t
c�bTr,C. .20PE SEMEN
l FOR FURTHER INFORMATION CALL
CITY OF SALEM BUILDING INSPECTOR.
35' 1EM�SEMENZ (978)-745-9595
2,29-
BIT.
29•g5 -
' � cel � , �•
--� UPUGM�7-1A / \ B� �5 C. 14 N` `I ` j. '4
1 / 85.96;�. 9 to
/\ i
BIT. � S .-- , �1 '•,, • 173.89'
- j '�.
CONIC
2 45'23 l I �-•�
1 �,
Architects and Planners
\ \ ARE �I --� , �1� ,1 o/ � 30'� / 8�,•9,3'~�-_` i � 1 _-
.�
Al , / '8.s •�_- ;� / acv f PARCEL DATA
,�,5„_,o 0 0 -_ _ HKT Architects Inc.
=20'10'32' \ 22.57, ; N LOT # 4 - %� 301 ,cz,� �
o169 t,
L=20.42' DEED REFERENCE(S): 35 Medford street
f &-'sc►°� R=58.00' 1�1� `� co!°' o �zz o + BOOK 5959 PAGE 471
N LOT # 3 � o/cU �+? Somerville, Ma 02143
LOT # 5 -� - '� O �i %-64007'23" 617 776-6545
t '~ N PLAN REFERENCE(S):
TOTAL / A =42'19'03" '• 59.08► / ` / / L=64.91,
• ��• - - R=58.00 BOOK 123 PAGE 25 Consultants
0=38"51'44" `, , =07"3Ill 7" L=42.84 � �_: `� ! •� \ 15� v j.oy9 cS,I \
L=196.70' '� L=38.07" R=58.Oa` TAL_ S+
R=290.00' R=290.00' i` S�1°43 „ 0=629'3!5 2j 43'48.. _ �� S2j 4�;
f 48 _ E / 2 j0» PROJE�,T AREA:
LOT SUMMARY �44/ 8T 04, E 1 • R-58.00' \88'06, 1 '$4� 96. 78 435,578 S.F.f B.E.®.M.
-1 • A=2 15'48" 1 N C 0 R P O R A T EDF_
I - / SKKGM MC
�1_ • ,. � W 2324 (5=)007.00„
AREA S.F.f \'1\ I °m �� I e155°24'263 L=27.60 _26 71'2 - 8E.oW PROAc X3,3, w,o� �1x,.a.9
# ! L=56.09' )R=58.00' L 26.4 ' \
LOT 1 7,993 �o , " R=58.00
Z •¢, R=58.00 >>=34 25 26 LOT # 2 -
# ......... .. ......................... ... /
LOT 2 8,391 I.,( )T # 6 L=34.85 � c
LOT # 3 ..........................I................ 8,049 ; CONC. \ , f �,R=58.00' N-90030'25" I
LOT # 4 ......... .............. .................. 8,032 ; � L=25.27
# �o,,, �i / _ =16.00' ab \ o cn i
LOT 5 ........................................... CA C.0
8,776
_ U
# GU
��•• 8��9h �,�.ti 0� N21•28y m ; s21°40 20„ ! % 2 23
LOT 6 ......................... ................. 8,049
LOT # 7 ........................................... 8,404 1 w2j043.4 � �-� .`? �N � � \ � 1 U p B 8p-� I "' NSF
LOT 8 ........................................... 8,369 9 A / '26.,881' j� �• 1 '�� '�•• CITY OF SALEM
RIGHT of WAY . . 38,789 CONSERVATION
PARCEL A............. .... . .................... 60,700 1 AREA
m y
AREA TO BE DEEDED ; t-01, #
LOT # I >,N, AREA=270,026 S-F.t
FOR CONSERVATION . . 270,026 I�;
......................................
•
TOTAL AREA 435,578 ,U`_ Z/ �cj ,()T # $ 1 1 I I� p, W#13K
N21 41',25•• ) S39°05'18"W = r Q
8 0
�' 1 `•'� 7 "� 89.14, -�•._ �I i Ir3, 14.12' Q� Q�
I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONF(ORMA CE ` t�' �`�_•` ' % �•-�l
WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEE S. 2j 4349"iV 69• / �/ J-06°12'51 / r U U
"53- L=27.11' / C C -
0 / �
37, Q R=250.00' 00
. ( �r3� �r3�4� ��a.."` Q� Q� :D
r3 _
ua g- z I + ` ` /
AUGUST '��, 1998_ .►ti''�jH of��s��c 4 r v-23"56'06" I #r3o � �r� -----
Wr�
A=75°40'15" TOTAL j L=87.72' Ira- Q
cliAR!Es G R=210.00' r+ - - LEGEND
T. F - N �� 1 L=33.02' A=74°55'20„
o CAMP �^ ' -
No.=77 , �T � R=25.00 L=274.60
1 �i II Q� 7Q�D N Q)
1R=210.00'
U `J
CONC. � I R=210.00 PROPOSED Z � r ' �- � I U - -
CHARLES T. CAMP PLS Na s�:>�+vti i'' PAVEMENT Q + ° C_ C (� (J-) (�
_ _ �4�; 4
''' o � cBDH-CONCRETE BOUND WITH DRILL HOLE a -
w U-11� . a El saLp STONE BOUND WITH LEAD PIN
1 '
1 _ S35'42'51"E _ l A=76003'17" 3 I � CONSERVATION
o iP IRON PIN
L 331.85 I CONCRETE z
a / / R=250.00' `` o El CB CONCE BOUND
I °' AREA - - - -
_ _ LIGHT POLE
-PROPOSED
� AREA=270,026 S.F.t � � - r -# LIGHT POLE (OVERHEAD) � �
SEE DETAIL d=50 59'14" \ -_ ` - 4 . - W03Y eS SIGN - 0
1 , , MFr3°� i - tiIFr4A B(T. ::oNC. --
` 54. 5 .� \ I cru -
_ L-186.88 BITUMINOUS CONCRETE �
I roe CONI. CONCRETE Z >_
N35 42'51"lf R=210.00' r>c� ,� cc CONCRETE CURB /� Q
C8 TO BE SET �t)V) W
/ p� #14c GRANITE CURB _J
� ------_-- --- 624.7 1 ' FLAG
\ -' � WETLAND O
1 5 .x=104019'45" i N35"42'51"W °`r j� / r•o - .__ J z
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� L=29.19 ,
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RETURNCURVE �� ' 1', 13 VF� ,' ,,- ` � DEFINITIVE SUBDIVISION PLAN ,� Q
_ _ D° _ pro �°4"`r' SUBDIVISION : INDEPENDENCE HILL SUBDIVISION W
S _
----_--__--_-__-� _------ N/F I °a - - STREET NAME : INDEPENDENCE DRIVE
HIGHLAND REALTY TRUST - 8 �` rs INDEPENDENCE o
IP(FND) 13 OWNER SALEM HOUSING AUTHORITY REG.LAND SURVEYOR : B.E.O.M., Inc. ;
0
90° - HILL SCALE - HOR 1"= 40' ADDRESS : 4 FIRST STREET
SN/F SCALE - VER 1"= 4' BRIDGEWATER, MA 02324
' CITY OF SALEM
0 SUBDIVISION ISI'lJl�l DATE . 08-12-1998 SIGNATURE . -----------� UTILITY LEGEND 1 " = 40'
UP#13 PROPERTY CORNER BENCH MARKS USED: X-CUT ON BONNET BOLT, ON HYDRANT Scale
REFERENCE ONLY VF CTC
SALEM PLANNING BOARD APPLICATION FILED: ___________
0.794'8 22 E ELECTRIC E FINAL PLAN FILED : --_--__--_ Drown by Checked by
CHAIRMAN Drawing Number
---- r HEARING DATE _____
PROPERTY UNE----___. TELEPHONE
PLAN APPROVED 8-14-98
DETAIL - NOT TO SCALE DETAIL - NOT TO SCALE OVERHEAD WIRES OHW (LE�� Date
------------------------ ----------------
ENTRANCE DESIGN ` PROPERTY CORNER ------------- --------- ------- g b
IP FOUND Number
DEFINITIVE
---- ----- Drawing Set
C:\PROJECTS\1149\EXISTSURVEYTITLE\
_ .-7,711„1-7
LOT # (TYP.) N/F
X CITY OF SALEM R3 ZONING
FRONT SETBACK = 15'
SIDE SETBACK 20'
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Number Revision Date
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\k 11 1,11 CA
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SEWER S 100 WATT HIGH PRESSUFRE COBRA HEAD
EDGE OF WETLAND
MOUNTED ON 14 ' ALUMINUM POLE ; C;)
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STREET LIGHT <
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WF#1 3K
W WF#1 3J
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HIGHLAND REALTY TR,1JST crry OF' SALEM -042L I—I
Scale
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%`k GRAPHIC SCALE Drawn by Checked by
40 0 20 40 80 160 Drawing Number
8-12-98
Date
IN FEET 1149
1 inch 40 ft. Job Number C3
DEFINITIVE
Drawing Set
I Xx,
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f9.3a ., .. __ _.% R3 ZONING
r. i / ..--.._-.._.�_._..._•... 468.&4 r .w:r yrt9.4.. 4:.9.x9 T8.75 _ .4. ..f/ = 1.5'
n :i8
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__ _ _ _ S K 2
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HIGHLAND REALTY T1-?UST _._. _. _
31,
Number Revision
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:.=•:1tD zz r + POND 1
Scale
PG EJM
GRAPHIC SCALE _..._.
j Drawn by Checked by
40 0 20 40 80 160
Drawing Number
8-12-98
( IN FEET ) Date A
1 inch = 40 rt. 1 149 C
4
Job Number
DEFINITIVE
Drawing Set
DRAWINGS 8-12SITEPLAN.dwg
:
ROAD PROFILE
REFER TO C6 FOR CROSS SECTION
HIGH POINT ELEV = 140.45
LAYOUT SHOWN ON C3 HIGH POINT STA = 7+06.24
PVI STA = 7+00
HIGH POINT ELEV = 137.55 LOW POINT ELEV = 136.63 PVI ELEV = 141.00 Number Revision Date
HIGH POINT STA = 4+26.19 LOW POINT STA = 5+00 A.D. _ -4.45
PVI STA = 4+00 PVI STA = 5+00 K = 22.50
PVI ELEV = 138.50 PVI ELEV = 136.00 I 100.00' VC I
A.D. = -10.50 A.D. = 5.00
K = 9.52 K = 20.00
I 100.00' VC i 100.00' VC I I r- 1 oo TYPICAL ELECTRICAL
I MCONDUIT TIE-IN
to
Nw / Registrations
STATION 0+11 `ff r i , r , M m w w,�.i�
DRAIN MANHOLE ----- - - !� *w,.^
.. .. f � J
RIM=111.39 .- cn w cn w
INV. I N=108.10 ----------------- _ __ > > /
+ J
M w \.m f
140 INV. OUT=108.0
A TYPICAL WATER I I
STATION 0+21 V) ••
ELE/Q4RICAL CONDUIT U w TIE-IN LOCATION - 2.5�% STATION 6+49 ° `
CATCH BASIN (L) > U ( -- _ t.�ss,
PH NE ELLE & ELECTRICITY) m > `
WATER GATE VALVE \_�UNAL
RIM=111.22 - m �- ..-- .. ___ __ - STATION 6+37
INV.-108.17 IN5T tLED AT 3 BELOW GRADE. _ _ _ , WATER GATE VALVE - _
rz
TYPICAL GAS
CAUTION TAPE TO BE TIE-IN
r INSTALLED 6" ABOVE CONDUIT
DURING BACKFILLING. _
STATION 0+29 Architects and Planners
CATCH BASIN (R) QOM' 1f _
RIM-111.36 V�/ / o HKT Architects Inc.
INV.=108.28 8" SEW R PIPE 2% SL74
I 35 Medford Street
� I 8' SEW R PIPE 2� UOPE N
\� .� / I (GAS LINE +
1301 GAS LINE
PNOTE: 1 FT. CLEARA CE Somerville, Ma 02143
PVI STA = 0+75 j �� ; ppb• I I I NOTE: 1 FT. CLEARA [BELOW WATER LINE z
PVI ELEV = 112.50 \� ., �• % BELOW WATER LINE (CAUTION TAPE SHALL 617 776-6545
A.D. 6.27 '�� C> J p� ���� / I CAUTION TAPE SHAL [BE INSTALLED 6" AB VE STATION 7+92 Q Consultants
K = 15.96 � P OQ� / STATION 3+75 o BE INSTALLED ABOV (GAS LINE DURING SEWER TIE IN N M&C
s F, � I GAS LINE BEFORE IBACKFILLING
r �� �Qk./ DRAIN MANHOLE + INV.=131.49 I Q
NGINEERS INC.
B CKFILLING o
100.00 VC ` �Q RIM=136.17 IIS 739 CENTRAL AVENUE, JOHNSTON, RI 02919
G / ° INV. IN=132.17 Z PHONE: (401) 943-3339 FAX: 943-5524
STATION 5+10 w
/ l INV. OUT=132.17 I I Q CATCH BASIN STATION 8+68 0
(n � O `l, 5 I ; RIM-136.31 STATION 7+33 0
Q� '�� �P\� STATION 3+80 o SEWER MANHOLE WATER GATE VALVE
+ co INV.=133.38 F-
�/� WATER GATE VALVE I (2(if ) INV. IN=131.41
ui /�P IlcD STATION 5+00 INV. OUT=131.31 a'
120 0 TCH BASIN
ff w I �? DRAIN MANHOLE
z
,l RIM=136.38 w
i / STATION 3+86 I INV. IN=132.90 z
,� / CATCH BASIN (L&R) 0 INV. OUT=132.80 SEWEIR N 6+57 =,
SEWER MANHOLE �
w
i !' � RIM=136.35 I w (2) I�VV. IN=130.52 �
INV.=132.35 I� INV. IIN=131.25 w
.. / STATIONI kk INV. IIN=130.52
4+09
/ WATER GATE VA�VE Z STATION 4+82 INV. (OUT=130.42 II
STATION 2+63 z SEWER MANHOLE
STATION 4+21 0o STATION 4+21
f CATCH BASIN (L&R) J RIM=136.53
00 SEWER MANHOLE
/ SEWER MANHOLE � INV. IN=130.85 +-
� RIM=123.20 ,�,
RIM=137.36 �- RIM=137.36
�• ° INV.=119.20 INV.IN=131.76 IIS INV. OUT=130.75 + INV. IN=131.76 L
' I STATION 6+29 INV. IN=131.66 O
INV.IN=131.66 I (i SEWER TIE IN Z = •> }
110 INV.=130.58 F=
STATION 2+50 STATION 4+261 � Q =
DRAIN MANHOLE WATER GATE VALVE + (i
Q
RIM=136.17 I
1 STATION 1+24 INV. IN=118.50 I o
I T 10 INV. OUT=118.50 IQ STATION 5+91 Z U U �
STA ION 3+8 CATCH BASIN (L&R) N SEWER TIE IN w •_
WATER GATE VALVfE RIM=116.08 INV. =130.66 � C- Q to
TAPPING SLEEVYE INV.=112.08
TO WATER MAIIN -0 � O
STATION 1+112
DRAIN MANHOLE
RIM=115.54
CLE
INV. IN=111.54 � � � � a)
DATUM ELEV' INV. OUT=109.71
100.00 0 _ N V)
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O, N ►�!
LEFT EDGE OF PAVEMENT .�, co, N of co O: LJ
:......................................................................._-_-_--....--.--.-_-....__..........._...................._-----_------........................--_.....,_.__..._................-_-__. -_..-.--__.---
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RIGHT EDGE OF PAVEMENT
O
O
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2Q
Q W GRAPHIC SCALE
J
W w 40 0 20 40 e0 160 1 "=40 HORIZONTAL
O N 1"=4' VERTICAL
U
Scale
o ( IN FEET ) HSC EJM
k 1 inch = 40 ft. Drawn by Checked by
( VERTICAL IN FEET ) Drawing Number
1 inch = 4 ft. 8-12-98
Date ^ r
1149 ( `'�
Job Number v v
DEFINITIVE
Drawing Set
G:\EMAC\PROJECDRAWINGS 8-12R-15 149
OAD-PRO .dwg
PVI STA = 0+46.20
PVI ELEV = 137.60
A.D. = —18.98
K = 1.32
5.00' V
STATION 0+00
WATER GATE o EASEMENT PROFILE
RIM=139.75
TOP OF PIPE=135.75 0
++
Lij U Number Revision Date
Oi m m o
00
LO
14 PO
_U
4
0
Liji
9, 6i
w
Registrations
h frr.
STATION -0+03
SEWER MANHOLE
RIM=139.75
INV.=131.75 T
130
t �C'
Siij A,
GAS MAIN ENTERING EASEMENT
AT STATION 0+10
NOTE: CAUTION TAPE TO t
BE INSTALLED ABOVE GAS LINE
FOR ENTIRE LENGTH OF PIPE Architects and Planners
BEFORE BACKFILLING TRENCH
STATION 0+30 2 HKT Architects
Inc.
WATER GATE gyp;
RIM=138.35
TOP OF PIPE=134.35 �F� 35 Medford Street
120 Somerville, Ma 02143
92
617 776-6545
STATION 1+58
SEWER MANHOLE
Consultants
RIM=108.62
F, I N V=103.84 MAC
ENGINEERS., INC.
739 CENTRAL AVENUE, JOHNSTON, RI 02919
PHONE: (401) 943-3339 FAX: 943-5524
k
i STATION 1+84
SEWER MANHOLE
RIM=107.96
' INV=103.08
110
40'
CON STR. 111 3:: }
,� •-
0 5 -0 3 -0 121-011 12P-O" 8 -0.�
8" SEWER MAIN \` = WALKdo o — > O
SLOPE-3.0% 0 0 •_ •� 4-
100 Z
Q
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TOP AND BINDER COURSES C— C: �
VARIES VARIES (1) Q) Q •V_
�-- 2% 2% —.— MAX SLOPE 3:1 —0 —0 � 0 Q
8 SEWER MAIN _
TO TIE IN TO EXISTING .,
SEWER MANHHOLE PLANTING STRIP CD N .,
(SEE PLAN VIEW) MAX SLOPE 3:1 GRAVEL BASE COURSE CL 0— E E
N O
STATION 2+41 �. -0 -0 — —
0 0
90 WATER GATE o N N
RIM=98.58 a —
TOP OF PIPE=94.58 TYPICAL ROW CROSS SECTION W
STATION 2+50.21 SCALE: 11"=4'-0" J
4" GAS MAIN Li (n
90° ELBOW (SEE SHEET C3, LAYOUT) O Z
F— U
ZW
WN
DATUM lELEV M
80.010
W V)
m ON Q O
d'
U•,I
W) N
m
0+00 1+00 2+00 F ~
on
J Z
.................. ....... ............... -................._........... -
0
LEFT EDGE OF EASEMENT
GRAPHIC SCALE
40 0 20 40 80 160 AS SHOWN
............................. ....__...............-------------------------------------------------------------- ------ -------- -----.. .
.. . .
Scale
EJM HSC
RIGHT EDGE OF EASEMENT'
I . IN FEET ) Drawn by Checked by
1
1 inch = 40 ft.
Drawing Number
( VERTICAL IN FEET )
1 inch = 4 ft. 8-10-98
._......._.._..._...___._............_...._.._....._...... _..._.._.._.._. _. __ _........._...................._.—_—.._...- --- Date
1149 C6
Job Number
DEFINITIVE
Drawing Set
RAWINGS 8-11EA�
DSE—PRO .dwg
MUELLER OR AMERICAN DARLING OR
EQUAL OPEN RIGHT HYDRANT FACE STEAMER CONNECTION
TO ROADWAY
' FINISH GRADE IN UNPAVED AREAS INSTALL
. AN 18 X 18 X 4 CONC.
f, 1" WASH PAD AROUND CURB BOX
FLOW
1" WASH MIN. TRENCH WIDTH
O.D. + 2 FEET
(MIN. OF 3 FT.) Number Revision Date
r _3
U SURFACE AND
HEAVY DUTY CAST IRON FRAME AND "COVER ' I CROSS COUNTRY PAVED AREAS PAVEMENT
A MINIMUM INSIDE CLEARANCE OF 24". 3 PIECE GRAVEL BASE
PLAN10 C.F. OF 3/4" TO 1 1/2" VALVE BOX S
SPECIFIED
WASHED CRUSHED STONE I 6" CAST
CASTING TO BE SET IN WATER MAIN �i 0
TOP OF STONE 3" ABOVE IRON BACKFILL PLACE
FULL BED OF CEMENT MORTAR DRAIN OPENING AND COMIPACTED OOp�� p% '
FINISH GRADE AS SPECIFIED
OpOp p ii/< PLASTIC MARKING TAPE
.. Oop�p i �! (PER SPECIFICATION)
NOTE: 5'-0" MIN. 0 UNDER PAVEMENTS
COVER OVER p 0 0 j�:< Registrations
T ,
TOP OF ALL BURY TAPE 6 BELOW
ADJUST TO GRADE W\COURSES CONCRETE I� �I ��, 0 p Op
2' DIA. OF ERIC z TRUST BLOCK WATER LINES Op�pOp 0 _ p TOP OF SUBGRADE ^ ^`
K & MORTAR (2 COURSES THRUST BLOCK
MIN., 4 COURSES MAX.) w
Q it \, �% 6 TO 12 IN.
; (150 TO 300 mm)
z INITIAL BACKFILL- ,'
o REINFORCING SUFFICIENT TO 3/4 TIE ROD '`' / .' S RINGLINE A, c c°v°�
I WITHSTAND H-20 LOADING TIE ROD AND CLAMP AND CLAMPS w
0- m
w '.. PIPE ZONE
FIRE HYDRANT INSTALLATION
MANHOLE TO CONFORM TO ASTM �� 1 �� MIN �i HAUNCH j
SPEC. C-478 '
cn : ' 5" MINIMUM \
w „
5 MIN. 4' MIN. r' % Architects and Planners
¢ 0 RING RUBBER GASKET JOINT
CONFORMING TO ASTM SPEC. C-443 (TYP.) 2 E HYDRANT HAUNCHING ROCK
FIR H Y RAN EARTH HKT Architects Inc.
COMPACTED BEDDING
MORTAR FILL AROUND PIPE C7 MATERIAL (6" MIN.) 35 Medford Street
2' MIN. TO 0.8' DIA. •
4' MAX. OUTFALL PIPE "
MONOLITHIC Somerville, Ma 02143
BASE/RISER '
- • • - •: �- - -� � PROVIDE "V" OPENINGS
•'• - /� 617 776-6545
�, FINISHED GRADE PAVEMENT T UTILITY TRENCH consultants
12 CRUSHED STONE SHAPED CONCRETE INVERT
C7 MAC
UNDISTURBED MATERIAL ///)(�\\ /}�\�
NGINEERS INC.
SECTION N ADJUSTABLE 739 CENTRAL AVENUE, JOHNSTON, RI 02919
VALVE BOX PHONE: (401) 943-3339 FAX: 943-5524
DRAIN MANHOLE z
a
o° GATE STEM FOR "T" WRENCH
C 7 NOTE: 1. FOR INVERTS SEE UTILITY PLAN "' GATE VALVE/BUTTERFLY VALVE
2. MANHOLE SHALL CONFORM TO CITY OF SALEM STANDARDS.
WATER MAIN
4 FLANGE FRAME AND GRATE
MIN. WEIGHT = 480 LBS.
MIN. WATERWAY PASS AREA
OF GRATE = 225 SQ. IN.
3 GATE VALVE DETAIL -��
t a
❑❑ ❑ �
❑❑❑❑ —
H o 0 0 0 \� C 7 SCALE : NONE
❑❑❑❑ / — +�
❑❑ \ .............
Z
FINISHED GRADE GAS TIGHT AME & COVER Q�
i PLAN U U
PLAN FINISH GRADE HEAVY DUTY CAST IRON FRAME AND Q (n
I I SET FRAME IN FULL RATE.
FINISH GRADE HEAVY DUTY CAST IRON FRAME AND
-•--" "••--- MORTAR BED � � � �
GRATE HAVING A MINIMUM
INSIDE CLEARANCE OF 24" :`�/ 0 (D
ADJUST TO GRADE WITH
- PRECAST REINFORCED CONC. � ... CASTING To BE SET IN Q �
v SEWER BRICK ====�:a MANHOLE CONE SECTION
✓j;`. i .. ......... FULL BED OF CEMENT MORTAR E E
CASTING TO BE SET IN (2 COURSES ONLY
FULL BED OF CEMENT MORTAR STAGGERED ALUMINUM SVERT VERTICALLY STEPSAFETY ........" (� (0 (0
2'X4' ADJUST TO GRADE WITH
3'-0" ECCENTRIC CONE 2 DIA. ADJUST TO GRADE WITH T » PROVIDE TWO COATS OPN'G COURSES OF RED CLAY BRICK
(FLAT SLAB OPTIONAL) COURSES OF RED CLAY BRICK 12 MAX. �� BITUMINOUS WATERPROOFING AND MORTAR (2 COURSES
> AND MORTAR (2 COURSES
— MIN., 4 COURSES MAX.)
MIN., 4 COURSES MAX.) 5'-0" 1.D.
RISER SECTIONS CATCIH BASIN ....... ...... PRE—MOLDED 0—RING SEAL CATCH BASIN
(AS REQUIRED) TRAP MORTAR FILL AROUND PIPE `...... ...... ...... _..... ...... ...... ...... ...... ...... ...... TRAP w\ CLEANOUT OUTLET PIPE � MORTAR FILL AROUND PIPE
OUTLET PIPE
0 RING RUBBER GASKET JOINT PRECAST REINFORCED ' —I
CONFORMING TO ASTM SPEC. C-443 (TYP.)
0- o _ _ _ _ _ _ _ _ J CONC. BARREL SECTION 0 RING RUBBER GASKET JOINT Q
CONFORMING TO ASTM SPEC. C-443 (TYP.)
2' MIN., TO 4' MAX. I U" REINFORCING SUFFICIENT TO o W
BASE SECTION _z WITHSTAND H-20 LOADING 4'—0 I � PRECAST CONCRETE
N
5�� z CONFORMING TO ASTM C-478
4 I.D.
MIN. ° PRECAST REINFORCED CONC. REINFORCING SUFFICIENT TO
° PRECAST CONCRETE WITHSTAND H-20 LOADING
CONFORMING TO ASTM C-478 MONOLITHIC MANHOLE BASE
.....
l 12" CRUSHED STONE _ 12" CRUSHED STONE o
6" f o
� UNDISTURBED SUBGRADE
UNDISTURBED SUBGRADE
�� NONE
FOR INVERT SEE UTILITY PLAN
SECTION FOR INVERT SEE UTILITY PLAN 12 " SECTION Scale
6 PLACE ON UNDISTURBED
NATURAL EARTH OR ON CRUSHED PG EJM
Drawn by Checked by
5 CATCH BASIN- STONE WHERE OVERCUTTING OCCURS (TYP.) Drawing Number
6 SANITARY MANHOLE- 7 PRECAST DOUBLE CATCH BASIN- 8-12-98
C7 Date
C7 NOTE: 1. FOR INVERTS SEE UTILITY PLAN C7 1149 C7
2. MANHOLE SHALL CONFORM TO CITY OF SALEM STANDARDS. Job Number
DEFINITIVE
Drawing Set
�EMAC PROJECTS 1149 —
DRAWINGS 8-12DET1.dwg
i
12"
r
00
NPS CURB
PNS\�\0
�� 0\v R SE CURB
� E
5' RP RPNi
STO P11 ONE WAY
Number Revision Date
J
1 1/2" BITUMINOUS CONCRETE TOP COURSE
2" BITUMINOUS CONCRETE BINDER COURSE GV
0
1NO
Registrations
00
JSQUARE
� POE'R ORATED
RBC GALVANIZED =Y< �
N OTE: J.
b b I R\vEW STEEL POST SET SIGN 18 FROM a ,,
2" COMPACTED GRAVEL
EW FACE OF CURB. �,,��•� civic
'1 a '. � N
BASE COURSE
NUT AND BOLT
2, 1/4" X 2 1/4"
9 COMPACTED SUBGRADE ANCHOR SLEEVE TOP OF GROUND
CURBCUT DETAIL 1" OR PAVEMENT Architects and Planners
8
TYPICAL PAVEMENT DETAIL C8
N.T.S. _ HKT Architects Inc.
1 0
N.T.S. 2" SQUARE SIGN iv p 35 Medford Street
C8POST ANCHOR
Somerville, Ma 02143
1/4" WIDE x 1" DEEP 617 776-6545
SAWN OR TOOLED BROOM FINISHED
CONSTRUCTION JOINT 4" CEMENT CONCRETE W/ Consultants
6x6x10/10 WELD WIRE MAC
MESH ENGINEERS., INC.
�' •� 739 CENTRAL
1) 943AVENUE, JOHNSTON,FAXRI 02919
PHO••
5524
12
LOAM AND SEED BITUMINOUS BINDER PAVEMENT SIGN POST
8
2"BINDER, 1 1/2" TOP SURFACE 8" COMPACTED
GRAVEL BASE ("�l 2Q
VERTICAL GRANITE CURB 8
(5" MIN. X 18"f W/6" REVEAL) UNDISTURBED
SIDE OF TRENCH
COMPACTED SUBGRADE
[— CEMENT CONCRETE (2500 PSI)
' - CONCRETE
EXISTING SUBSURFACE MATERIAL`, EXPANSION JOINT AT 30' O.C. L /�i' THRUST BLOCK
6' MIN
�\ \\ \\ 12 COMPACTED GRAVEL / 12,. -+—
i
6'-0" (TYP.) N
r 0 / '/ O
CONSTRUCTIOIW JOINT / !,j D •_ •> -�
L -4-
COMPACTED
I COMPACTED BORROW ` '
L �� ���� D PLAN AT TEE � � �
10 U U
VERTICAL GRANITE CURB CONC. CURB .�
D U NQ V)
C8 X X � � � o �
11 C: C
PLAN AT TEE W a)
TYPICAL CEMENT CONCRETE SIDEWALK aL a- E E E
N.T.S. �p� ,. � � � —C8
Cn �
IN UNPAVED AREAS INSTALL 2 � —
AN 18" X 18" X 4" CONC. 12'� /
PAD AROUND VALVE BOX H H--
j
..
VALVE BOX
1" GOOSE NECK SEALER 2" CLASS I BITUMINOUS D/2 SECTION Y-Y J
CONCRETE PAVING TYPE I-1
WYE EXISTING ]PAVEMENT-\
UNDISTURBED EARTH SECTION X—X
1 ELBOW 2 CURB COCK W
NOTE:
�� r� � 2" TYPE K COPPER TUBING 12" COMPACTED GRAVEL
1 CORPORATION COCK
DIAMETER TEE 1/4 BEND 1/8 BEND 1/16 BEND w
1 . 3,000 PSI CONCRETE f_—
\` , \/ D H L H L H L H L
j - 2. THRUST BLOCKS SHALL BEAR
4 12 24 12 189912 16 12 12to
ON UNDISTURBED EARTH. o
' COMPACT INSITU SOILS PRIOR „ 3. CEMENT MIX SHALL NOT BE
TO PLACEMENTOF GRAVEL 6 18 24 18 30 16 22 16 1810ALLOWED TO RUN INTO
,� » » �� » » PIPE JOINTS
EXISTING WATER MAIN loop24 36 24 36 24 24 20 24 NONE
4.4. DIMENSIONS FROM PIPE TO TRENCH Scale
14 PAVEMENT
WALL IS MINIMUM PG EJMSAWCUT EXISTING Drawn by Checked by
1 3SERVICE CONNECTIONWA, TER 15 Drawing Number
C8 TYPICAL THRUST BLOCK ON BENDS
C 8 8_, 20.98
r Q Date
C 8 1 149 C 8
Job Number
DEFINITIVE
Drawing Set
Lj
FF( y
D A G
C: MA ROJ CTS 1149
DRAWINGS 8-121DET2.dwg
i
i
i
L men
SILTATION 4"x4" POSTS
FABRIC FENCE
Number Revision Date
1 SILTATION FENCE
HAYBALE RIP-RAP
3'-0" I 1 STONE M2.02.3
FLARED
I I I I I I I I I I I I I I I I I I I I END
I IIII 1 I I I I I 11 I I I If I I I SECTION /
-H- - +1FF-- --I4 - - - �I- EI- �+ - - - F-I- - 41+1- - -14 -
71t,
12n2r—OrrgRe istrations
V V /
V U U 1 1/ 11 1 /► ; 1 1/ 1 /1 q FLOW ' 15'
77
F{
EXIST. GROUND ► I I / ' I/1 /1 1 I / ' I \
SECTION FLOW 11 I / ' I,1;1 1 ► , v a > : Kerzie n a
! CIVIL
OT O
_:,TFC
HAY BALES w� �v,�L .r
(2 STAKES/ BALE) 6 4--.,�
1
1 I •,,
I
15' t
® ® ■ 1 i \ - - - - - \\ CRUSHED Architects and Planners
J NOTES FLOW STONE
1. RIP-RAP TO BE A MINIMUM - -- - - -- -- -- - HKT Architects Inc.
OF 2 FEET THICK PLACED �.
DIRECTION OF RUNOFF ON 12-INCHES OF CRUSHED STONE. ✓ , ,;__ - c r' 35 Medford Street
PLAN DETAIL 7777777 7 COMPACTED Somerville, Ma 02143
SUBGRADE
617 776-6545
1 � Consultants
RIP -. RAP APRON16 ENGINEERS, INC.FABRIC FENCEMAY EROSIONCO TR0L
739 CENTRAL AVENUE, JOHNSTON, RI 02919
C9
PHONE: (401) 943-3339 FAX: 943-5524
C9
a,
>1
> 0
._ L. 4—
MIN. TRENCH WIDTH = Q :
O.D. + 2 FEET
Q I
(MIN. OF 3 FT.) SURFACE AND PAVEMENT SOIL EROSION AND SEDIMENT CONTROL NOTES Q) 0)� U U
CROSS COUNTRY PAVED AREAS GRAVEL BASE
COURSE AS N N Q
1. Prior to any disturbance of exterior soils or surfaces, a silt fence will be installed and haybole check dams shall be installed around '� Q `
SPECIFIED O
all catch basins on site as shown of th e Demolition and Site preparation plan.
p a`��i 2. All roads and areas not to be vegetated shall be stabilized with stone immediately after grading. N
BACKFILL PLACE �!DO�G� DO / PLASTIC MARKING TAPE E
AND COMPACTED Q CIO PER SPECIFICATION
) Q)
) 3. All areas to be vegetated shall be immediately sown with a rapid growth seed after grading in addition to the specified seeding. N N N
AS SPECIFIED �� , �� UNDER PAVEMENTS, —
, UR, BURY TAPE 6" BELOW 4. Wherever possible, existing vegetation shall remain undisturbed until such time as proposed grading is to be performed. 0 O O
\ �� �Da `�i TOP OF SUBGRADE
° — — V) V)baa 5. All swales shall be provided with stone check dams to provide temporary sediment traps until vegetation is fully established. o_
Check dams shall remain in place for orne full growing season.
/
Q
4 MIN.
z INITIAL BACKFILL
S RINGLINE A !i
Mo M
i .
F- m
w
0 I
r .... .. :. 00 HAUNCH
17
J
Q
HAUNCHINIG EAR � W
COMPACTED BEDDING
T ROCK Q
MATERIAL (6" MIN.) DUCT BANK W/CONCRETE ENCASED CONDUITS W
1 �
ELECTRIC TRENCH
C9NONE
Scale
PG EJM
Drawn by Checked by
�= Drawing Number
8-12-98
Date
1149
Job Number
DEFINITIVE
Drawing Set
C:\EMAC\PROJECTS\1149\
DRAWINGS 8-12DET3.dwg
L