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s'P •' GENERAL UMUTY NOTES
OANAL s m ,p`
TABLE OF DRAINAGE STRUCTURE RIVER i S' t) THE DETERMINING THE L BE ION. SUE AN FOR ATION IG
ELEVATIONS yI1 NOF11N•�W. +" \ I/ OF ALL
COSTING
TIGCUTI 1¢�9gWN OAR NOT 9I�OWN ON
STRUCTURE RIM INVERT �P \ THESE PLANS. PRIOR TO ANY CONSTRUCTION. THE
C64N 1 9.00 69O \ EN W4 R SHALL BE NOTIr1ED IN WRITING OF ANY
• •.• I� \ —•
UTILITIES FOUND MERFIRMG MTN THE PROPOSED
OBSN 2 9.30 9.85 \ CONSTRUCTION AND APPROPRIATE REMEDIAL ON ACTI
_• BEFORE PROCEEDING WITH THE WO IL.
COSH 7 9.30 7.00
/ • � to 2) TRENCHES CUT INTI E3057INC PAVEMENT SHALL BE NFA7
CB514 N 4 9.00 9.75 k PATCHED.
OWN 3 9.80 B.BD / •.. 3) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED
IwPOSED DUCTILE IRON PPE. AND S12E0 BY ARCHITECT.
DMN 9 680 8.00 W,A MT 9NCIRA
DAisA,An + 4) INSPECT SEWER AND WATER SERVICE COR REUSES SHALL BE
CBSH 7 630 9.10 / t •• � u•r� +� INSPECTED ro DETERMINE SUITABILITY FOR REUSE OUR REPLACEMENT.
C69N 8 630 610 ® O A?DOE+/ - 5) WATER
TIOOFSMTNMUM" UM MOMONSEPARAN 10 FEET. YW
9AVSAVER j tMMM Aw° e0>W + VERTICAL SEPARATION OF 10 INCHES SHALL BE MAINTAINED
MANHOLES 9 690 SW l� ® .� I' .� WHERE WATER AND SEWER FACILITIES GROSS
9) ALL STORM DRAINS SHALL BE 12- HDPE PIPE EXCEPT
$T•�AFt"Mbl 6 AS OTHERWISE NOTED HEREON.
7) MINIMUM PfigR FROM CATCH BASINS.TO DRAIN MANHOLES
SHALL BE .000 FEET PER FOOT.
/ 8) UNDERGROUND ELECTRIC SERVICE AND POLE RELOCATION SHALL BE
d'P COMPLETED AS PER SPECIFICATIONS OF MASSACHUSETTS ELECTRIC
COMPANY.
9) OAS. GROUND I AND CARIE SEANCE HE U BE INSTALLED
GENCY
/ UNDERGROUND C ACCORDANCE WITH THE UTILITY AGENCY
HARING JURISDICTION.
\ 10) SEEDPROPOSEDMAN B IN N SEWER SHALL BE CONNECTED ro 111E SOUTH p ?. / - i ESSEX
MANHOLE Dl I TRICT. TO BE APPROVED BY THE SOITIi
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SITE DEVELOPMENT PERMIT PLAN
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REMISIVNIS
F 13879
1. AMACR 22, PDDR ABET 5 of 5
LEGEND AS BUILT PLAN
LIGHT # ' N A 1
SPOTLIGHT •sL SALEM , MA
ROOF DRAIN _____R°s____.
FIRE ALARM BOX FAS o MORE
RETAINING 0 10' 20' 40'
WALL SCALE: 1" = 20' DATE: September 4, 2014
TREE (DECIDUOUS)
DMH 1 /. '' \° xsl
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INV INRN/A(GMH 2)
STIDE HDPE
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41 #28 GOODHUE STREET
TREE (CONIFEROUS) ISiAoHLEs Q
PLANT/SHRUB RA t `u� C c� - REVISIONS
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UTILITY POLE DP A� DE ---- ------
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STOCKADE FENCE - o * > >rE EN r' (D.H z 79,0 2 ---- --- - -
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IRRIGATION CONTROL VALVE 4 I ( " DMR. 2" 5,57
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MONITORING WELLMw
MIDDIETON, MA 01949
GAS SHUTOFF ba N Ay vcc sKAEDe ^ RRKAu�N PHONE: (978) 539-8088
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METAL FENCE
PAVEMENT PARCEL INFORMATION:
GUARD RAIL
y 1 DEED REFERENCE_:
NZI-SEEDER GRASS _ - � 6'` - BOOK 22202 PAGE 393
'. . '. '. " - ". ., q 1Kx P7(YEMLNT 7i e
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SITE
DEVELOPMENT PERMIT PLAN NORTH RIVER CONDOMINIUM
BARK MULCH �> ��>r��`�� �0 / L��r i � /
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SALEM, MASSACHUSETTS EXISTING CONDITIONS SHEET NO. C-1 ;
✓ , ., SCALE: 1 "=20'; DATED: JANUARY 13, 2006 REV THRU FEBRUARY 7,
9 2007; BY EASTERN LAND SURVEY ASSOC., INC.
PAVEMENTcpt II I, 1 DMH 5
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INV=541 'Y4f c� INV=8.47 EL-t PAVEMENT
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it1.87 � � � CONCRETE L-i� I -.
x q7 uPPEP FEooRs REFERENCE: BOCK 26646 PACE 242
sc; I by e i BOOR (APPROXIMAheF .'' T. z i ti ® ,,;'4 ` 4 /
DwaN LocA?loR) _ y� / 1 SPECIAL. USE PERMIT APPROVAL REFERENCE: BOOK 29342 PAGE
502
RIMS
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• TP o<r; � � � � X / �'� � '
FLOOR bRaN 'H N �---e6s n, ZONING BOARD OF APPEALS DECISION REFERENCE: BOOK 27106
PAGE 44
A,
(RECORD
ED AT THE ESSEX SOUTH DISTRICT REGISTRY OF DEEDS.)
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MINIMUM DEPTH OF FRONT YARD = NOT APPLICABLE
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N -4-
n I > MINIMUM DEPTH OF REAR YARD = NOT APPLICABLE
MINIMUM WIDTH OF SIDE YARD = NOT APPLICABLE
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9 (PROPERTY PARTIALLY LIES WITHIN THE
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. �� II,1' SIGN
qA +°" / R 19aM ( 2. EASEMENTS AND AGREEMENTS NOTED ON DEED OR APPROVALS/DECISIONS ARE
x 9.36 .•• P SICK v '0 n+ \� _3 INV 810 (APPRO'A IN
g q SBN y ^a as4 h, LOCATION) c/o �a � NOT SHOWN ON THIS PLAN.
SOL '
9s6` z 44W11,,4i 1,410X � (1 � ? 3 FOUNDATION LOCATION BY ACTUAL INSTRUMENT GROUND SURVEY BY WILLIAMS
,STOP rc 7 ll� r�S W �, I '�P ' - � 'l-1 PAVERS /� _,I �i .C'; '
r1 ��• '- I $ Y & SPARAGES, LLC ON MAY 29, 2013.
t,1 ICiY
IT. r--c. A•- •_ ,�, .'. PAVERS � .. .,�' ��": ��
` ct sL �,�„r.� �- 4. AS BUILT INFORMATION SHAWN COMPILED FROM AN ACTUAL FIELD SURVEY BY
V ;i , a f ' ' �° `� Gw�TE - 1i _ _ - x WILLIAMS & SPARAGES IN AUGUST 2014, CITY OF SALEM WATER & SEWER TIE
46 LIN .r- I-• r4 •` y� y ., � � es `�' _ .. �(�,�g..� CARDS, AND INFORMA1lON PROVIDED BY THE CONTRACTOR.
LINE 55.50 x i1 ' �r u.t' }�o X ., a+. `�+ ,k s s(` "51, 1 F �v'1�., �. �5 WALK
0.NYl.G
j 1 34S / UP
#554--50 / .. {?4''y
GUY v, r�Ef ' w/Gs{�' `� r�; -- Q- - ~f - fT - Lei PROxNdAtE LSEWTION 5. TOTAL PARKING SPACES: 116 (INCLUDES 7 HANDICAP SPACES)
1
SIDEWALK
UF' 18,
I STOP SIGN
'-_------- LI >A SMH 2
IM-I 1.22
M "(9 1 -- ' ie^' i VCC .. . it D) "i�4 RNV=4.32 3 -� NO LEFT TURN
/ {/ AGES
fd' / { 710N EXISTING 57 BRICK SEWER
10.4c 1
/ t IN -^'--APPROXIM0.TE LOCn
� /! 5 SPACES �EFISTtNG SfWER CINE
G
§ /
SMH I
Gfl0DHU RI4.0974
8' INV=4.09 (SMH 2)
E STREET INV=264
APP IMA-Tr ___
ro EXISTING 8' WATER MAIN
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LCC 15739-A : '
SITE NOTES : /8. .
GENE UTILITY NOTES
. / ) G
.
. _ .
1. DEMOLITION SHALL BE CONDUCTED IN-'ACCORDANCE'' WITH ALL . - . . %,550 j
1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYIN
. .. TION, SIZE` AND ELEVATION
. APPLICABLE LAWS AND REGULATIONS. DEMOLITION. MATERIAL . . - /
-
/ AND DETERMINING THE LO A
SHALL BE DISPOSED OF IN _A. LICENSED FACILITY. WETTING ., _ \ . 1
TIES, SHOWN OR NOT SHOWN ON
SHALL .BE. USED FOR DUST CONTROL-..DURING .THE .DEMOLITION PHASE. . / . � ` " . I THESELPLANS,NPR ORLITO ANY CONSTRUCTION. .THE
���
. .
- - .
. .
2. EXISTING >PAVEMENT ON SITE: SHALL BE CRUSHED AND RECYCLED
/ \ -B UTILITIES FOU D INTERFERING WITH THE PROPOSED .
AS BASE. COURSE FOR NEWLY. PAVEDAREAS. .
. :: .. ON
s EM
3. 'NEW SIDEWALKS:SHALL...BE ADA COMPLIANT: / ' BEFOREUPROCEEDNG WITH�THE WORK: ED
.. : . .
4. FINISH .GRADING BETWEEN PROPOSED SPOT ELEVATIONS" .AND/OR . 10. 2 TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT
CONTOURS .SHAL.L._ FOLLOW A' CONTINUOUS" GRADIENT. #i n o - �"
. 1 . T .
• .-- � PA CHED
5. - XI G CURB WITHIN GOODHUE STREET TO BE REALIGNED SHALL WATER MARK
EXISTING TH . - STORK HIGH LIN
. ./
.. ��=\ 3) ALL WATER MAINS SHALL BE CLASS 52 CEMENT ED
BE`RE . ,USED .OR RETURNED TO THE CITY,..-AT THE :DIRECTION OF _
. . DM \
Z
THE DIRECTOR` OF PUBLIC. WORKS.- : - 5 D PIPE, AND SIZED BY ARCHITECT.
. . .
` y 9 R 8.90 �'�" '
1.
ll5"1 .
DUCTILE IRON
. 6. ANY EXISTING` DRAINAGE CONDUITS' "LEADING FROM THE SITE TO THE - _ ) EXISTING
NORTH RIVER SHALL BE CUT AND 'CAPPED 'ON THE LANDWARD SIDE . . / - • 1
PROP-vORECH 7 INSPECTED DETERMINE SUITABILITY FORK REUSE ORHR PLACEMENT.
�j�,h) 5
OF THE CANAL WALL.. - X19 . .
4
. . . . . .
�. 2000 +/
5 WATER AND SEWER SHALL BE CONSTRUCTED WITH A MIN-
. .
• .7. CURBING AT PARKING LOT PERIMETER SHALL BE OF GRANITE .: ��J i - - O e <0�1 I- )
CONSTRUCTtoN. " : o�y 6 9 D-- o P,\ / IMUM HORIZONTAL SEPARA11ON OF ,10 FEET. A MINIMUM
. . . . ��� E
`' / -� - O 5° HWITfi . e ,+ VERTICAL SEPARATION OF 18 INCHES SHALL B MAINTAINED
- 8. PROPOSED ROOF DRAIN A SHALL INTERCEPT ROOF RUNOFF FROM . ��� 9 \° �. . By BPASS WEIR 6 / WHERE WATER AND SEWER .FACILITIES CROSS.
- . THOSE ROOF .AREAS'WITHIN WHICH "MECHANICAL EQUIPMENT IS TO. o� R=8.80 I=.6.00 (15") I
BE -LOCATED. PROPOSED. ROOF_ DRAIN B SHALL INTERCEPT ANY. . :: . -A°" i ,
O. o
OTHER RUNOFF. . . o1 / 6 ALL STORM DRAINS SHALL BE 12" HDPE PIPE EXCEPT
.
1. A OTHERWI R
. � S SE NOTED HE EON.
P1 .
I/
• . - . /I I 7 MINIMUM PITCH FROM CATCH BASINS TO` DRAIN MANHOLES 1 .
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. Q ) 11 I . " o S B P .. OT. -
:
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HALL E 003 FEET ER FO
. .
` . e h-. : ; s x 50• I � ) UNDERGROUND ELECTRIC SERVICE AND POLE RELOCATION SHALL BE
. .
mom: }� e� ��, Z: COMPLETED AS PER SPECIFICATIONS OF MASSACHUSETTS ELECTRIC
A° . 1. 1. ,. ... o �( . . O o I 11 I / �j COMPANY. .
. > �} . I C�- m D
. .
I
. 0Qe ' ,Q� . . r . 9) GAS, TELEPHONE AND CABLE SERVICE SHALL BE' INSTALLED
. . . J� Q '
ORD UTILITY
w ": p �p - _ UNDERGROUND IN ACCORDANCE WITH THE U TY AGENCY
. . J , + HAVING JURISDICTION.
. .
1 )
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- . PRIOR TO OMMENCE ENT OF CONSTRUCTION F SHOP DRAWINGS OF THE VORTECHS UNIT SHALL BTHE UNIT.
per.
-
E SUBMITTED .1 �
: . I 9 x 75 (H.P.) f\+ .
/ \ O
. .
1.
1.
. +tiy o . . 11) OUTLET OF DMH 9A TO BE EQUIPPED WITH A TIDEFLEX
1. I . " . E 1 CHECK V
�, 1. /Iii .: to 10x25 +\+ . SERIES TI' ALVE'
. , . 9 x 75 FLOOR.
.
. .. i0' x 5 LINE OF UPPER FLOORG
ED L °
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BUI IN
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2 �/ TOR 50 D wig 5 �1 �1 2
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14 _. '
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1 I
. `Z` ., o . A . ./L\ I , Q, TABLE OF CRAINAGE STRUCTURE L E G E N D
. .
/�Q� o'` R ' 1 a I p� ELEVATIONS
5
.. .
.
. .
. A sf' r- �" Rooms_ . 1 O O, O o TMH EXISTING TELEPHONE MANHOLE
I
Q• o � A 1 R� 0 0 STRUCTURE RIM INVERT
Q - o.`� •i Rq�N. , o SMH EXISTING SEWER MANHOLE
0
Q e l / / CBSN 1 9.25 7.10 o DMH EXISTING DRAIN MANHOLE
� . 1
Q �." ` / � Qo .3�. 11 - lox 5o a EB . STING CATCH BASIN
. - .: % . I P29 EXISTING HYDRANT
<` . v / . " ��:CO'� I . . ), CBSN 2. 9.50 6.85 o WG EXISTING WATER GATE
. : 2Q �� 5 I O 1 , ( \
. �.. .
II , o
Q p
1 UTILITY'POLE . .
V �yo.P�o� ;o \ 1 -e / DMH 3 9.60 6.75 LIGHT ON POST
. �. oo ' eP wI 11 o 1 " o SWW SALEM WATER WORKS
� •
�� �W . 2s, oe�'�\�o \ -- !�- ---- - 1 a �� CBSN 4 9.50 7.00 = cuRe
. \ ... ,�, .. di e- . e . _ --- - . 1 _x _ X-1 FENCE
k �� e. 4�,QQ� ---`- / 1 ~ - 12
10
Q �� 1 .. . 1' . . \ CBSN 5 9.00 6.75
- - . v . 1 • \ . . I • SMH PROPOSED SEWER MANHOLE
. II Q2 I/ • DMH PROPOSED DRAIN MANHOLE
x ," , . ' M 9.6
IOx 5 '. i " 9x_50. 6.60 6.35 f 12"� 100 PROPOSED CONTOURPROPOSED CATCH ASIN
. : . \ / I \ DMH 6 8
,� ! ' 1 , i FLOODELEVATION . t_ p�pxp PROPOSED SPOT GRADE\" \ CBSN 7 8 50 6 20`
. /1\ 1 I 1 .
10 x-50 \ iCONTOUR 10.5) Ali
IOx40 (H.P.)
LD
. : I' . \ ". OSEp B. IL.OING \ / 1 \ . '' PROPOSED LIGHT
,- .� CBSN 8 8.50 .6.10
. . . W 1 . 1 • PROPOSED SEWER
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r
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I) Q � D111
_p \_ PROPOSED STORM .DRAIN
-`
W. 1 : TION c 11.75 . � . � i
N , I OUN1) FLOOR ELEVIA
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00J�GR - \
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- SITE
0 I I ,, p.RINKLER.CONN., :': ---
� r.- - IO x 5 50 Bridge- Street.
N 10 PRO ER DOM..CONN. . . '
PERMIT AN
PROP.2":T`1PE K COPP
.
iD N D O M
- O /I , -= �- .. 1 `� NORTH RIVER CONDOMINIUM.
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10
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SAL
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y- f. . _ S. DMH .
SITE GRADING ' & UTILITY PLAN
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: , `�� ' . .- PROP.S' SDR 35 PVC - I B. SEW -� D PrefJared FOr Prepared B .
/ . - _ ER SERVICE = 6' SADDLE TEE .
__
. -- - - IS x . . EXISTING '
. - -,_ _ _ __ _ __ __- _ __ -- E- North Rfver Condominium, .LLC Eastern Land Survey Assoc., Inc.
- __ -_ _s s
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�. sMH s - _ " _ __- .y�- : 282 Bennington St, Christopher R. Mello P.L.S.
EXISTING . I S
.,
R=10.26
East Boston MA 02128 104 Lowell St, Peabody MA 01960
. W m . � GR S , 57•' BRICK SEWER -
ANI
. ` E W
_ -. APPROXIMA
TE LOCA -_-� - .
EXISTING (978) 531 '8121 '
TIOk OF.. -
EwsTwG s w _-_ - � 1.
10 �- 2 -s� GATE vALVEs, '6'z 6' TEE a waTER.M SOLE 20� _, ,
': I � _ -,a-:- lir X7..a AA '
t : 6 `SERVICE GATE : R V
V AIN' �- �\ J .4a+or
PROPOSED'WATER -CONNECTION TIMING' s �e;F, , ,
. . , � - .
- AND PROCEDURES..SHALL BE COORDINATED .
Q �. 1: F
W I T+I:AND APPROVEb BY THE SALEM ' ie i a" ', 05
. E
:DEPARTMENT .OF t?UBi (C'WORKS :. \
OD .
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- . . . . . ' .: . . .
G .fs{: ;
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. SESD SMH - N. ,� . i(�t
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R 10.73 i s „ ;n�a. /��
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, 7 ,
. . . 1 = 1.351 . 5 DATE10 �,N,.� ,, F 13879
20. ao ` so
xl�
. .. - . . 13, 2006" ristophenR. Mello ClaytorrP,A,,'-horin
I 3 7st (to ) JANUARY
. . .
. I 5 00: (PROP. . . . PLS 31317 P£ 30969 SHEET'N0
. .
. . . , . .
,
11.
. 1 . . . .:
. .
REVISIOIJS : `
: . . . . I ! 2007 5. AUG 23, 20/2
2. NOV8WR 15� 2006 : . 3 FEBRUARY 7 2007 _,
• 1. MARCH 22
. 1.
. . .
. 1. .
.. :. .
.. ,. _ - -
.
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: _ - _
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