50 PALMER ST - PLANNING j I
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i . _
GENERAL NOTES
�o
A) PROPERTY LINES AND ZONING INFORMATION SHOWN HEREIN ARE OBTAINED FROM►
EXISTING PLANS AND RECORDS. SEE ESSEX SOUTH DISTRICT REGISTRY OF DEEDS
9S
SITE DEVELOPMENT PERMIT PLAN BK #21656 PG #298 FOR SITE DEED. SEE CITY OF SALEM ASSESSORS MA #J4
LOT #162 FOR SITE.
B) THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED ON AN ALTA/AGSM
sr ATTACHED HOUSING SURVEY PLAN FOR THIS SITE PREPARED BY NORTH SHORE SURVEY CORP., DATED
Locus DECEMBER 10, 2003.
O 'OE' p C) THE PROJECT IS DETERMINED TO BE OUTSIDE 100— Y EAR FLOODPLAIN
AS SHOWN ON FLOOD INSURANCE RATE MAP FOR THE CITY OF SALEM,
MASSACHUSETTS ESSEX COUNTY COMMUNITY PANEL NUMBER 250102 0005 B
LOCA TED IN PANEL 5 OF 5 MAP DA TE REVISED; AUGUST 5; 1985.
CALMER
COVE CONSTRUCTION NOTES
MASSACHUSETTSSA 1. UTILITIES SHOWN HAVE BEEN COMPILED BASED ON EXISTING PLAN''_= AND RECORDS,
LOCUS MAP '
ACCURACY, LOCATIONS AND COMPLETENESS lS NOT GUARANTEED TO BE
CORRECT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE'
SCALE 1" = 600'
LOCATION AND ELEVATION OF ALL UTILITIES WHICH MAY AFFECT THE WORK.
APPLICANT AND DEVELOPER CALL, TOLL—FREE, THE DIG SAFE CALL CENTER AT 1-888-344-7233 SEVENTY—TWD
LEGEND HOURS PRIOR TO EXCA VA TION.
2. ALL EXISTING UTILITY GATE BOXES, MANHOLE FRAMES AND COVERS, CATCH
F-1 SB DH STONE BOUND DRILL HOLE BASIN FRAMES AND GRATES AND OTHER CASTINGS TO BE RETAINED SHALL BE
CB CATCH BASINSALEM HARBOR ADJUSTED TO LINE AND/OR GRADE. ANY WORK REQUIRED ON ELECTRIC, GAS,
❑ CABLE TV OR TELEPHONE STRUCTURES AND LINES SHALL BE CARRIED OUT BY
@DMH DRAIN MANHOLE THE OWNER.
INV INVERT
'3. CATCH BASINS DAMAGED OR FILLED. WITH SEDIMENTATION DURING , THE
S SLOPEDEVELOPMENT CORPORA TION CONSTRUCTION PROCESS SHALL BE CLEANED, FLUSHED AND/OR REPLACED AT
DS DOWNSPOUT THE CONTRACTOR'S EXPENSE.
Q• I.R. SET IRON ROD SET
4. PUBLIC OR PRIVATE PROPERTIES, BEYOND THE WORK LIMITS, SUCH AS MAIL
SS SMH SEWER MANHOLE BOXES, LIGHT POLES, SIDEWALKS, SHRUBS, FENCES, STREET SIGNS, ETC.
(j)TMH TELEPHONE MANHOLE DAMAGED OR DISTURBED SHALL BE FIXED OR REPLACED AT THE CONTRACTOR'S
• WG —M WATER GATE DESIGNER: EXPENSE, AS REQUIRED OR DIRECTED BY THE ENGINEER.
• GG —1>1 GAS GATE
MERRIMACK ENGINEERING SERVICES 5. PRIOR WRITTEN NOTICE OF AT LEAST 72 HOURS SHALL BE GIVEN BY THE
• CO CLEAN OUT CONTRACTOR TO THE CITY OF SALEM WATER AND FIRE DEPARTMENTS, WITH
• WSO WATER SHUTOFF 66 PARK STREET A COPY OF SUCH NOTICE SUBMITTED TO THE ENGINEER, BEFORE ANY WATER
• GSO GAS SHUTOFF ANDOVER, MASSACHUSETTS 01810 MAIN IS SHUT OFF. IN NO CASE SHALL A GATE VALVE OR HYDRANT BE OPENED OR
TER (978) 475-3555 FAX- (978) 475-1448 SHUT WITHOUT PROPER AUTHORIZATION. THE EXISTING WATER SERVICE SHALL BE
w SIGN ON POST
GV M GV GATE VALVE CUT AND CAPPED AT THE EX/STING WATER MAIN IN PALMER STREET. THE PROPOSED�roF .� �NaFritis INSTALLATION OF THE FIRE HYDRANT, TREES, VALVES, AND THE DOMESTIC AND
V HYD HYDRANT + �}'' FIRE PROTECTION SERVICES SHALL BE DONE IN ACCORDANCE WITH THE CITY OF' SALEM
SUP
UTILITY POLE �. �,, � RO ALLY' yG��� WATER DEPARTMENT STANDARDS FOR MATERIALS AND METHODS. GATE VALVES 1(4" & 6")
LP LIGHT POLE 0 CNIL H SHALL BE IRON BODY, BRONZE TRIM, NON—RISING STEM, SINGLE WEDGE, RESILIEIN T SEAT.
No.31650 MECHANICAL JOINT'S SHALL BE FLANGES WITH GLANDS OR MEGALUG ON DUCTILE
E ELECTRIC CONDUIT
`°9o�,9F�sT °��``` � IRON PIPE.
FP FIRE PROTECTION SrON
— —FD— — FOUNDATION DRAIN STEPHEN E. A SKI, R.L.S. BERT C. EY, P( . 6. IMMEDIATELY PRIOR TO PLACING NEW BITUMINOUS CONCRETE ADJACENT TO
D DRAIN PIPELINE EXISTING BITUMINOUS CONCRETE, THE VERTICAL FACE SHALL BE CLEANED AND
ri
SEWER PIPELINE
COATED WITH BITUMEN FOR TACK COAT L-+�,\1 r;
S ����► � �
�- .
ti D
W WATER PIPELINE 7. TOP OF CURB SHALL BE 6 INCHES ABOVE GUTTER GRADE UNLESS OTHERWISE -, , ,._.,,
T TELEPHONE CONDUIT DIMENSIONAL AND DENSITY SUMMARY NOTED. ' ' P��� �` 3 �`�-)�`�`
G GAS PIPLINE ZONE DISTRICTS. (B-1) NEIGHBORHOOD BUSINESS, (R-3) MULTI—FAMILY RESIDENTIAL . 8. BEFORE ANY DRAINAGE STRUCTURES ARE CONSTRUCTED OR CONNECTIONS ARE Sl"FE- 13
WS WATER SERVICE USE.- MULTI-FAMILY DWELLING
SS SEWER SERVICE MADE, THE CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATION OF
GS GAS SERVICE ITEM REQUIRED PROVIDED SUBSURFACE STRUCTURES AND DRAINAGE INVERTS TO AVOID CONFLICTS WITH
OHW OVERHEAD WIRES UTILITIES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
MINIMUM LOT AREA 6,000 S.F. 15,209 SF = 0.35 AC
X CLF CHAIN LINK FENCE 9. HORIZONTAL SEPARATION BETWEEN ALL SEWER AND WATER PIPES SHALL BE A
..
MINIMUM LOT AREA PER500 1,000* MINIMUM OF 10 FEET BETWEEN OUTSIDE OF PIPES. WHERE THE HORIZONTAL
O WSF WOOD STOCKADE FENCE DWELLING UNIT (S.F.) 3, SEPARA TION CANNOT BE ACHIEVED, THE SEWER PIPE SHALL BE I. ')CA i c i7 ; A
❑ WPF WOOD PICKET FENCE MINIMUM OF 18 INCHES BELOW THE WATER PIPE (MEASURED BETWEEN THE
LOT FRONTAGE 125' MIN 114.63'* OUTSIDE -OF THE PIPES). WHERE NEITHER HORIZONTAL NOR VERTICAL
- -162-- EXISTING ELEVATION CONTOUR
SEPARATION CAN BE OBTAINED, BOTH PIPES SHALL BE ENCASED 'N CONCRETE. -
- PROPOSED ELEVATION CONTOUR MIN/MUM LOT SETBACKS.• THE EXISTING BUILDING SEWER SERVICE SHALL BE LOCATED, AEA.�:DONED, AND
162X12 SPOT ELEVATION FRONT 152.07'* CAPPED PROPERLY AT THE CITY- SEWER MAIN W/THIN THE RIGHT }7 WAY
HCR HANDICAP RAMP SIDE 20' 2.02'* 10. EXISTING PA VED ACCESS DRI VEWA YS TO BE EL/MINA TED. SA WCUT PA VEMENT Q
VC VITRIFIED CLAY REAR 30' ALONG EDGE OF ROAD, REMOVE AND DISPOSE OF PAVEMENT MA tERIALS.
CI CAST IRON ' ,35'* REGRADE SUBBASE GRANULAR MATERIAL. INSTALL VERTICAL GRA,'�{TE CURB AND
MAXIMUM BUILDING HEIGHT 30
HP HIGH PRESSURE CEMENT CONCRETE WALK TO MATCH EXISTING. THE PORTIONS Or EXISTING SIDEUNALK
BCB BITUMINOUS CONCRETE BERM LOT COVERAGE 357 457* DISTURBED OR DAMAGED AS A RESULT OF THE CONSTRUCTION ACTIVITIES ASSOCIATED
BIT. CONC. BITUMINOUS CONCRETE PARKING SPACES IN R-315 SPACES WITH THIS PROJECT SHALL BE REMOVED AND REPLACE WITH 4" THICK CEMENT
W.F. WOOD FRAME ZONE PER DWELLING UNIT (DU) 1.5 'PI 15 x 15 UNITS = 23 SPACES OR 1.0 SPACES/DU* CONCRETE UP TO THE NEXT ADJACENT CEMENT CONCRETE SQUARE, OR AS �,.�.,,-��q
OTHERWISE DIRECTED BY THE CITY ENGINEER. ,
CAL CALCULATED *VARIANCE OBTAINED FROM THE
REC RECORD SALEM, BOARD OF APPEALS 11. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS NECESSARY 0;T 1 � 2'-05
RET. RETAINING OR AS DIRECTED BY THE OWNER DURING CONSTRUCTION, SUCH AS TEMPORARY
SEDIMENTATION BASIN, ROW(S) OF HAY BALES AND/OR SILT FENCING SHALL BE c=
PROP. PROPOSED IMPLEMENTED TO PREVENT ANY ADVERSE IMPACTS DUE TO WEATHER PRIOR TO
RCP REINFORCED CONCRETE PIPE COMPLETION OR STABILIZATION OF SITE WORK.
CLDI CEMENT LINED DUCTILE IRON 12. A HOMEOWNER'S ASSOCIATION FOR THE OWNERS OF THIS AFFORDABLE HOUSING DEVELOPMENT n
HDPE HIGH DENSITY POLYETHYLENE INDEX SHALL INCLUDE DOCUMENTS WHICH SPECIFY THAT THE ASSOCIATION WILL BE RESPONSIBLE FOR
HCR HANDICAP RAMP THE PROPER OPERATION AND MAINTENANCE OF THE SUBSURFACE ROOF RUNOFF RECHARGE
SHT. 1 TITLE SHEET FACILITY, THE PRI VA TIZA TION OF TRASH REMOVAL, SNOW REMOVAL AND DISPOSAL, AND
RD ROOF DRAIN SHT. 2 EXISTING CONDITIONS GENERAL MAINTENANCE.
CL CLASS
EXIST. EXISTING SHT. 3 LAYOUT AND MATERIALS SITE DEVELOPMENT PERMIT PLAN
T.
F.F. FIRST FLOOR
SH4 GRADING AND UTILITIES ATTACHED HOUSING DEVELOPMENT
C.F. CELLAR FLOOR SHT. 5 DETAILS APPROVED BY THE CITY OF SALEM PLAN (OF LAND
PLANNING BOARD
D.I. DUCTILE IRON
SHT. 6 LANDSCAPING IN
to T.C. TOP CURB SHT. 7 LIGHTING SALEM, MASSACHUSETTS
B.C. BOTTOM CURB
o DA TE FOR DEVELOPER
EXISTING TREE
(D
SALEM HARBOR COMMUNITY
PEVELOPMEN'T CORPORATION
N PROPOSED TREE/SHRUB
M102 LAFAYIETTE STREET
REV. DATE REVISION DESCRIPTION SALEM, MASSACHUSETTS 01970
1 5/24/05 DRAINAGE & UTILITIES (978) 745-8071
• a
2 8/29/05 CURB CUT & DETAILS SCALE: AS NOTED DATE: DECEMBER 28, 2004
REV.: OCTOBER 13, 2005
3 9/16/05 GRADING & UTILITIES
4 10/13/05 UTILITIES & DETAILS MERRIMACK ENGINEERING SERVICES TITLE SHEET
a 66 PARK STREET
}
ANDOVER, MASSACHUSETTS 01810 1 OF 7
i
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• ��ESI P��ON ' � °3
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'—$= ' g 02 granite curb
a� o.�9 g �2 SEE NOTE #5 ON TITLE SHEET g•
36„ova oR
'c 11 N FOR ABANDONMENT OF EXISTING tied o�
E�`�• sM 9.34y' 8” WATER MAIN (Cav'f' IRaN) WATER SERVICE PIPE / Al
�'° „
W w w w Nw IN IN IN w w 104 w w w w w wRti oN� 1 �pvE
kg 3 S s g 5 s s s s s s s i s s s s s s s S � p,� c►•�
04 920 k kg g k�06g q3 " OH H s s
R PALMER (PUBLIC - 40' WIDE) STREET k1°. 3 y 05 t .5e o V 0,0 0
OM 9�6 �-
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\ - 12„OVA 2•k Gg g.22 '1-r 4 sT�
$$ a5 1 E��' a?6 granite g�' �SE�No POWER 4 3
G G G y
30 6g
G G G ^-
9. g' ranite curb �aubox $Fj
°9� 9$ 0 S69*43'37"E S69'S0'S3"W 128.3 ' \ 9? k o• c /
F $ 2 PL. BK. 370 PL.68 concrete sidewalk
" calculated and held 3� �°°3 M
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N / � O �\e 1 Fav•
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\Nv'v ` v' g56 NOTES:
N N
,5•41 + .� X15 N �- 34� nO �I
� ` ' 1. DEED REFERENCE FOR LOCUS IS RECORD BOOK 21656 PAGE 298.
�,
Q V.l I 3 10 2g X22.8' \ X31.3' %6 2. PLAN REFERENCE FOR LOCUS IS PLAN BOOK 370 PAGE 68.
LIJ -� 5 3. ZONING DISTRICTS ARE BUSINESS NEIGHBORHOOD (1331) AND
N B1 / g•
.X _ RESIDENTIAL MULTIFAMILY (R3).
8 Z N y R3 aPproximote zoning twundary X6.3' g? ' g 52
4. THE PREMISES ARE NOT LOCATED WITHIN A FLOOD HAZARD ZONE
o `MUNITY #25010 SALEM MA
t AS DELINEATED ON THE MAP OF COIF. ,
EFFECTIVE AUGUST 5, 1985 BY THE FEDERAL EMERGENCY MANAGEMENT
$k g• \ AGENCY.
w Ile
5. CONTOUR INTERVAL IS ONE FOOT.
a o �, ,022 k�p�a ga y 6. ELEVATIONS ARE BASED ON NGVD OF 1929 DATUM.
9 M 1
7. UNDERGROUND UTILITIES ARE SHOWN BASED ON FIELD LOCATIONS OF SURFACE
/ J oR\�` N / g$ 1 INDICATIONS AND PLANS OF OPERATiNG AUTHORITIES. THE UTILITIES AS SHOWN ON
SES �0�
N \-\N� ` THIS PLAN SHOULD BE CONSIDERED DIAGRAMMATIC ONLY. DIG SAFE AGENCY SHOULD
°-, ON g$ 113,02 g 2 22 BE NOTIFIED TO DEMARCATE UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF
/ ,o?° g• , ' CONSTRUCTION OR EXCAVATION.
3,a4�e �, I 3 8. WATER MAIN ON CONGRESS STREET WAS NOT LOCATED.
251. 1
� `” g•2� ' g 95 NO g. 9DRAINAGE
PIPE FILLED
DH DEBRIS THEREFORE SOME PIPE LOCATIONS
ANDINVERTS WERE NOT OBTAINED.
N
w ,0 `6 N83,0 g"W � , l 10. PROPERTY LINES, TOPOGRAPHIC SURVEY AND NOTES #1-9 ABOVE TAKEN FROM
g?�
CON w� to o �; , r PLAN BY NORTH SHORE SURVEY CORP, DATED DECEMBER 10, 2003.
Q 9N
I CK
o
BLOCK
EXIST• vED a
REp,yY IRU pR�VEWAY
o EP, N
� '
5.� 2� TiMO� E of A pG. 16 g•� g o�
g• 0 E 2 TRVSTE 1324343
/ `e - NT PERMIT PLAN
.i "
SES RE eK, 252 \ 0N158 '"°F SITE DEVELOPMENT
g 9 a' ERG COCO 3D4 P`• F° t " ; ATTACHED HOUSING DEVELOPMENT
to 112.22 Nu By, 17574 PG'
PLAN OF LAND
pL. BK 2 H ;�;� ' IN
a
SALEM, MASSACHUSETTS
O t
� N FOR DEVELOPER
5 N �,P`�"r ss�' SALEM HARBOR COMMUNITY
a g 1 g 3 0�� ROBERT c.�`ti� DEVELOPMENT CORPORATION
n 3 O DCI
AV LY 102 SALEM, MASSACHUSETTS STREETTTE
HUSETTS01970
No. 31650 (978) 745-8071
to A�o�9FGlSTEP�G�����
" SCALE: 1"=10' DATE: DECEMBER 28, 2004
N OCTOBER
3 MERRIMACK ENGINEERING•SERVICES 13, 20
a g 3 � °N158 EXISTING
k F° 0' 5' 10' 20' 30' 66 PARK STREET CONDITIONS
}
ANDOVER, MASSACHUSETTS 01810 2 OF 7
T
NO TES
1. ALL NON-PAVED AND NDN-BUILDING AREAS TO BE LANDSCAPED
WITH GRASS, TREES, AND SHRUBS. SEE SHEET 6 FOR DETAILS.
ri
cv
granite curb
GV
EXISTING PAVED ROADWAYS
PALMER
(PUBLIC - 40 WIDE) STREET
ti PROP. SAW/CUT 4• smL
granite curb
23 KV EXIST. CEMI. CONC.
POWER SIDEWALK (TYP.)
granite curb
--E EEXISTING CURB C T TO BE REMOVED
S69'43'37"E NOTE # concrete sidewalk E
j 2.07 2.07' 1
2.07
2.07'
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t� ar t ' �i�`1 � - , � ,� Q�+ ,9 i - ' -i-�;" 'i , ''�.'' ;'t-' 3.57 A MAI ENTRY _
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PROP. REMOVE .m PROP. ;' I :.li• !%"r1 / _ f ' �� FOR DETAIL `- ! t �- '� �,_,
Q
EXIST. VERTICAL :,. TRASH , 1o
GRANITE CURB ` CLOSURE3 ! j ' r l '. f ' '� '� , V
(18f LF)
:N • WHITE. ' r%/ .Q, �`, � •�`, J�/t i�,% '"' '`f- �2,i �`i 'r -�',j, �-�.z- t4�,�-as-�'�...<; ! �t
PROP• INCE Su //!�; I CURB
SL1 CE TOP RTIC L GR • .ix..--+: .. }� ''' L `-�'< < ' �-
LAT[i
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3.65 II
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EXIST. U-POLE LL FI TUR GHTIN k, . y�X "t
IN VERTICAL r (S E LI cv
POSITION (n x a; P N-TYP.)
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so
«yam` M, . . SITE DEVELOPMEN-T PERMIT PLAN
PROP. 6' HIGH WHITE ice, ATTACHED HOUSING DEVELOPMENT
2.22 VINYLLATTIFENCE
WITH
11 I
(SEE DETAIL) PLAN OF LAND
IN
SALEM, MASSACHUSETTS
N
..
s . FOR DEVELOPER
�N OF t44,S. `
o? ROBERT C. y°s SALEM HARBOR COMMUNITY
DEVELOPMENT CORPORATION
N CIVIL 102 LAFAYETT}E STREET
No.31650 SALEM, MASSACHUSETTS 01970
90 9Fcr sEeti°� (978) 745-8071
c i SS!
ALti �!
-r !� SCALE: 1"=10' DiATE: DECEMBER 28, 2004
RIEV.: OCTOBER 12, 2005
MERNMACK ENGINEERING SERVICES LAYOUT &
o' 5' 10' 20' . 30' MATERIALS
} 66 PARK STREET
ANDOVER, MASSACHUSETTS 01810 3 OF 7
PROP, MECHANICAL 4-
JOINT PIPE CONNECTION COUPLINGS
ATO) & LOCATION WHERE
NEW 8 UCT1Lg IRON PIPE 6" D.I. OR SCH 40
JOINS EXIST, 8 CAST IRON
PIPE. INSTALLATION OF PIPE PVC SEWER SERVICE
ND �yppLVE ASSEMBLY FROM
TO (� WILL REQUIRE COORDINATION LATERAL
TH SII HH„E CITY OF SALEM WATER DEPARTMENT SERVICE PIPE
WHICH INVOLVES A TEMPORARY SHUTDOWN OF AND 45• BEND
THE WATERMAIN IN PALMER STREET. USE OF
rj
w w H rj
v STAINLESS STEEL STAINLESS STEEL
HW
Hvm EXPANSION BAND
PIPE CLAM
Ste. 8"x8"x6" TEE PROP. 2 GAS , o�
GATEVALVE SERVICE x FLEXIBLE RUBBER
"OQ� �N1A OP. 8" ISOLA11ON CONNECTOR
Q' " VALVE 1 11 f ,�'/ � vN �dtenok • (ROVGt� CONCRETE TRUNK is I
(IKOR-N-TEE
8 WATER MAIN (CAST IRON) „ „ „ _ w )
w w w w w w ;j-;r$-�4-�LE,-4-�E - w w w w w w w G w LINE OR MANHOLE OR EQUAL
5 s s s as co res s s ;-Akl r% 2„-^vnTE = s s s s s s s s - S �N�v P�GN1 wiii �`� WALL rt` aMN � �' DOMESTIC WATEREIRON SERVICPROP. 6" SANITARY SEWER �PALMER �,. CIE. SE�Mw �� G S
p STREET 7 ... . _ ...
,9 O 3 a INV.=3.4± (SEE PROFILE AND DETAI 3 yMN 0 yy O 36' R 9 g°� S 7"t DIAMETER
R tL �` SMOOTH CORE
D o 1N`IER� (REROUTE OVER EA6 G G " G G c _`c --�_ c 1EL�P�ONf N Q ��E�PA\QN OPENING
WIRES FROM PROP. cla PROP. 6 C. .D.I, FIRE to g EXIST. 32
12 2' ,9.22 9) PROP. 28f LF. RM 1x'34 3 EX 3. DIA.
, &VI ` - U-POLE RELOCATION R- �Nom 23 KV PROTECTION SERVICE- 6 D.I. SEWER SERVICE 4 sim. � , 2•
PRO RE CATIO OF QSE POWER S=0.046'/, c c G c c CONC. PIPE FLOW
c -
EXIS NG PO
3 v► E °A PROP.FG FG EXIST- GAS SERVICE G
PRO HYD ANT TO BE ABANDON I••_ +. :. ` }. :.
x 1Qx 0x1
(SEE �T '`) cv N :.,',: •. :. :...•; .,..;... .:
PROP 6" L.
.�o
� �'�tpVGN 5 PLAN
WATE PIP �C�t �1 � �r \'41 .1 Ji'i y ; • i *t 1 ;} .` t v i 26 N.T.S.
" " „ , �iX` �-��� �,{�' ` � ' ' ''h � �' ' � i���'+ ,�4 �iJk�':^kt'r�'fJt1. ll },- 1•� ; � r , LE NOTES:
PRO 6x6 6 N -• �.S _�•: � y�;-c rs� } ati s` , jt t t .h n
1. OPENING IN CONCRETE WALL SHALL BE CORED
TAPP G SL
AND GA USING HIGH SPEED DIAMOND DRILL.
� � ="� , -. ; •t,;Y .:;- , , } � �h--t ; � �-} +:-t } }} .��-- ,., t ; 1,,.-r' "j 1 ,::` ?•'� �;-•'` 2. ALL METAL FIXTURES SHALL BE OF STAINLESS STEEL..
'i L� t 1_-?! -• t ; a- _i 1 � -� ( t- 'S + r a t t 1, Y' y yt- i-�( -. i k t 3. SERVICE LINE SHALL BE FLUSH WITH THE INSIDE OF
' Y"� 1 �' t �- Y %( � ' 1hr r- r/ j Vii:; S i '`} l '1rj . �`✓- c.. > Si�: t't ; ?, 1tF + tit + - ,y } r�A
t,- � THE CONCRETE PIPE OR WALL.
W - ;y-I� �«��(-1yt. % r} �^�-ks �l { A - t'C" ` `- " t �"' k � `� ��'�" ''-�" ' ✓`- 'f l `�� 1 '; "'' 4. KOR-N-TEE PRODUCTS AND INSTALLATION METHODS
S ..y'�"`l '," •-�"t-- .�:'' 1,,.` ..h-�' r"', `. EjL .{/.'' 1 .-1-.' `." (`-}; .:, �'t ' ;Y.=Y' .- `}; -^ %r. -•+, '`Y. �-§.` Q o
RQ.B. 3x5 to S-1" = i` rt' \ ,'tr , (OR EQUIVALENT) ARE REQUIRED.
A ORME " " -��,.:�_:,'�..�y_..�,�`.'�'a,�•�..��-=:� � int `�` `�"=`,''�-`� ��'`--1 �'"�-�`���'��.-�: � {-� �--y� --�,`�,' .�-�:�y'�"'.�-�'�. } •' �.� ,-_:,�= 0 DETAIL [3�
-� ,,-�, �-� } t � ^- - . : -� , mss , , tr RY SEWER CONNEC11 N
' , SANITA
(�N TE PA .�� t ` 'i� l- L t_ i t r .• , d
; C t ,�i t }_ \ ".fir , ' Kt•�' 1 ` 4 1 t.. ✓3'•.+ k t ; t GM� IT �, l N.T.S.
6l ,yy. r� .:r��•,.,.� �- �' �r ���, ..+�^� h''�''� }'-�'•1�f�,--� C�,t5%Y't`f ..--1'� t x'11, `. •�'� •'�'.�-�[.t,�, . •} � �•�� •S"'� p
it 1-,.-t-'�� ir~ 1 •;t--•�.'t'ii •t •i �'�` �-^' i y,:;-'`l '..,- �1 4` , i.s �: 1_.�i.,'1 -�'�.\••.Irr' t,.a 4`•t ,�••.-( .y` i ` �''A,,, 1 '� '- ,`X ''. .,�1•'�"1 L'rt'✓" t
` .�•r :-tet J✓ 1 t.�!"1 } t •1''k'" i i �•.' k t 1..-. t.r -i t •'�,.,�,4•- t t ..-'�' !�,
.tea ;.i;•"t` ,-X� �.lr�,t, � a'" ; ,:����r't x .t�..� .�'' 1 '��'-° 'i �t` ,..i^ Y'^` -f'•'t �s� �... `5y h•'^ ��.. ; , tl!`�-.%l ` !- "� . �5 •t � ', '•; _ T
K ,'" �t_J �-`'Y' , �-' ;,.-�,.Y'l,-=+- y,,-i;-� „-�-; t t �"` � „'<,.!-- _X'-� .-•�- ,. 1..} -'`"i 1.-�'' t + •'�'� .,�".-'-}�-,'�" „� � Z r 1- -�-'�'T..� �..�• ,'r a 1 '� '�
Ln
;.=� ;\ tt •�
� X Q .,FV: %r'�"_�-1-.' --t� 1-t-'t"'�`=', t-�-�'�-,..�-�"'`'},-=�y`.'C Y�- --`}1;� 1, x0`•' '' � �.�-_ _�,1--t,�~.*,�1/� t. }-•�' i•i --t ; ` :c�,.r�-'t' 'tr�}--; ' a,..xl+ty`.i.;.i`•k � .!
t0 W O Y t: k, .✓4' `t �."T ,,.k -iy'l1�•'"% ,Sh -C 1 ..-4' t ....sem 'R•t'i'�,^. --+'t • r�' `ti lt{ y-' •'•-cr` , -:r". t t } (/1 O.
1.- �• , 1 �.,,�� 1``-"ri 1 y//�',] l ; � .•i'...'. `- 9 . L " i �- -.0 1 ...✓'`k i ,
Mpr1N - p 4I-,�;LI✓',•r �, "' t(( .J }
,g• '- .,r ' ' } `( Y'C""5.0 R• ,J' r9,G. ,.• •' r -' ''i t 1'� 5`1�-",- .a. _�... 'kms "-'.'\ .•-,� 1
`•-�j
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; t '1 --)s^•-, ;r, -r t �.-•=Y 'C"" _ `t ,mss; c 1t \
''i� '�� � `r� i�`„fi--� �•"i�5, i; ,,.-...�,'�r};�t 1..-� .->" ��� ..S, t •��^i-� l{'�.-"1 ,-,Y" t � ' �j. '.° � +.+71L7I_L.�j , t .y 1_-:+ �„�.•' i \" z
_ �''1�-��--tf t..-`'r,'a,- ; 1 t.- i �� ..^�._w °' •.,• 'ii�•Y}✓,}` 1 �-"T 5 Y'k+^�,_�l •.a ,1LX -�CtiY,���hl/��i1,��i�. �tl,s •i \ "1�� �'t.�I'S
PROPS 24f LF G w20 - -
" .,. r• ,• ' yt '; ..%`.+,- \ •• 1 t '' S ' ' ti ..`<%`s� 1�-
TC 10.4 1x4-' ", ��; r•���yiz.,� ,t.- k, ,' ,C 's`, - tet i ROP. 5 UNI' 1 I ✓ # i j I -I3 I t
S=0.0 Y t . -t _ .. `'
/' 9.9 PROP. SUBSURFACE ROOF F� t �.� '� �'; =; a-Al-
BC '; 'lr -'' ' I
x '•: ,.•- ��--=r _ U LTI- ,AM I LY
RUNOFF RECHARGE
.,•; ; }, �,`,.-�-;mow-;••�t t � ,���,� ., ,�-�t y_____._DWELU
x cn FACILITY (SEE DETAIL) 'ty'x �ira' a� ` =�;' t Z 1 ( I F I cLl 'i
o `0 PROP. 1 1/2- PVC SUMP
/
PROP-
PUMP PUMP DISCHARGE PIPE ; - l
3 QM s �� TRAS :r , t ',t ' � '; - "� � �` 4 # I I EXIST. CEM. ► tF ,
R Ev• SURE (4 MIN. COVER) �:+ 1. �I I
0 x- s-kt _ U ` CON IDEWALK I
y 57 ENC TC 10.7 _ 1 _ _ _ S �? i } !
ITE BC 10.2 �--'�( =1
�• H'� Hw ;-�;-+ -�,��`��-.:�-�,- kr �".,t-`-t�� ,,x-=e' `� l,� '� �t•„ky � F.F. EL2. I �� -�---E-XIS :-BIT:-;-CONEr`---__.
�� �• RIpP. 6 TN =r' `� l ; ' ' I ( � PA D ROAD
E�• � •+' � E Vill � .,-,,� tr'; lj } "'s•^` t 1 1 , 1 � I ; I !
i ' ( EXIST. VER
fiICAL
.. may. ,� N �• ,A . > • ''p,- • .,� "'� l .C" 1.'i t t .+ .'•f''�._�.✓' ''.\"�.. 4-.._... .- ..... .- _.._-.�...`.._....: . _._ '11'-.-..-_ _ . _. __ __{�.._•_•___•_• �i..._._...__... .,. .�,.._ ...,-.__.
L Y � � •:,r.r ` . ` '::��x '�'�_�;�y,�,.-•'r i ; '• �i•�; t `r•L>, ; �.. .._._._. `�R"AI�ITE RB--
CO
///(�\\ p t...• (> _ �_ _-^ �, o o t. .� � •:�: .:,. ;, ".'rr �-" ",..lr�f�,.. �}(f �r,�, +-c'L_,rr"-t, , � � � ; I I �, #
� o
Ij ... v ., �- �, t-� y � �,,.�•-'T may, I .tv j '._•:- �.r -......^.�•.se ,_-1•-:- ,1 '....Ir_i+` I _._._.__._..i_..
PROP. RESET o n� r �`° t u v v t t .��` -s ,1 ""' ' z l 10 ----�--
EXIST. U-POLE EL CTRIC
CONDUIT
IN VERTICAL „ I i
_ o � r •, f ,s �4 . , � •, •hr�--�; t� �; -�� ;-� � �i ,� .��-k � �, , •----�• P-R-OIC..-28f;---L.>.. -! -_E �_.:..STEEL.
POSITION ce 2 (n _
6" Dli. SANITARY GIAS MAIN
PR P. IN - .9 v v x
S „ MINA 5, =r' • 'i t`" '�- t } / SEWER SE VICE
N E 8
..•• I
t %f
NO (6 VC) o m � � ;�"• �J.< �.-``-� � --;'T:��^_�a--r � --� _;,,..�-- �'t �;'� � � _._..._ .._._._-_f.._. ;_i -•-_5=.O.f�-46.-�____._.__ ___. -• � � _....__.S._ ....___..-.i. - �
O C. w: RO +ti• -l''� 3l t i i ,- . -t �- ts-: 1 __` I _ _r` A'TRIVCAI.(�1_r
POP. S WER tERVIC
��. �Y��_ , • ,-= '"'.�-'4 .,:%' }• ` ��' . --�'•`�-�;'�f �l =c���' w �C.F. E�..=3.3-, i F F�
-----CQNNEC1 Oi�t-(iCOIZ=Nw--
w �-', PROPI. ASEMB 'Y-OR IEQUIV/�LENT)t 1
CO#2 PROP. 5 RO OF a ` ' � +` �'� I _ :'_: # INV. 4.7±
PERF PVC DR 35 bF� l�-L - 't t, 1f -c'+ t.•-'t 5 f _ a ' --_ 1
a o . • ' PROP. INSPECTION/ LAID E LEVEL IN ENCHES x 1' G;`{ R"?3 4' _ - _ I NV.= .4f j ` _CONCR ,
i
9 M o TC 10.9 �"t ��-� -r }
ACCESS DMH 'B' V.=6.8 0` F-�flIN `t t: ; ti� , # I S/�NITAR' ( SEWER
t_ �- ` s � ',"� .,• # # I PROQ FO NDATI!N ' I INV.=0.2POf I
t RIM=9.9 (�EE DETAILS) 0
BC 10.4
v V.=7.4 6" FROM DSA2) � �- �'� �-a` ,Y � ��;- Yu ;�- '`,
J „ PROP INS C11QN }
•' a",INN/.=6'.8 $ ACCESS D H 'ACD
/ :ft'`; h• ` ` J�'' � . y y $ P.V.C.)
INV.=6.8 6"� RIM=10.2 =
N INV.=7.4 (6" OUT) " IN FROM DS#1)
,. INV.=7.5 h-�`'.__.-• -, h
" }� - -Ri =�-� } - � =` ` ^ j - - ��� o PROPOSED SEWER SERVICE PROFIILE
a INV.=6.8 2-6 OUT) �,.- �y-� ;-t } -�'��,.'�-��i"�'�.1.� " � �-''" 'R s O+• `^
l ;lit z tl i- K- V=1"=4'
Tc 9.8
BIC 9.7
a � o TC 11.0
BC 10.5
TC 10.5
BC 10.0
Q Tc 10.3 SITE DEVELOPMENT PERMIT PLAN
2 N BC 9.8 �
o
��°��°' N E ATTACHED HOUSING DEVELOPMENT
0 3
oaJ PLAN OF LAND
° IN
�""' PROP. 6' HIGH WHITE SALEM, MASSACHUSETTS
VINYL FENCE WITH
�, LATTICE TOP
C3 (SEE DETAIL) FOR DEVELOPER
N°F>kgss�c SALEM HARBOR COMMUNITY
ROBERT c. yes DEVELOPMENT CORPORATION
N 0 DALEY �, 102 LAFAYETTE STREET
e CIVIL �'
No. 31650 SALEM, MASSACHUSETTS) 01970
Ago 9Fo►sTEae � (978) 745-8071
of4
SCALE: 1"=10' DATE: DECEMBER 28, 2004
REV.: OCTOBER 13, 2005
MERRIMACK ENGINEERING SERVICES GRADING &
66 PARK STREET
}
OP 5' 10' 20' 30' UTILITIES
ANDOVER, MASSACHUSETTS 01810 4 OF 7
LEBARON CLEANOUTS
TYPE l-1 RIM AT CORNERS •
BITUMINOUS 3"x4" DIA. PVC ROOF (LA 0910 OR EQUAL) SCREW CAP OR PLUG
1" BIT. CONC. SURFACE If CONCRETE DRAINAGE DOWNSPOUT RIM=10.32-CO#1 6" CEM. CONC. ALL AROUND
FG=9.8 2" BIT. CONC. BINDER MHD MJ. 11.03
(MIN.) 8" COMPACTED GRAVEL 4" TO 6» SHOE LAWN OR —9'78-CO#2 (PAVEMENT)
BASE COURSE TABLE A OVERFLOW OUTLET LANDSCAPING FINISH GRADE P
- - - - -y= _____ _____ 1" TOP COURSE 6" PVC TEE WYE 1" BIT. CONC. GRANULAR
- - - - - - - - - - - - - - � BASE
- PAVEMENT SU
RFACE a
20"t MIN. SUITABLE "
". GRANULAR BACKFILL 2" BIINDER COURSE 4 MIN.
MATERIAL i 2" BIT. CONC. BINDER BACK FILL PIPE W/6" n PROP �" PVC (SDR 21) RISER
�� �� r . ,: CLEAN SAND ALL
GRAVEL B•ORR.OW ^• '' ='"'= _ _ _ AROUND + FULLY I PROP. 6" PVC (SDR 21) 45' BEND
10"HX3o"wx14'L of 1 '��" To 2" BASE .cbu�sE. .. :• — _ — — — — — _ 8» COMPACTED COMPACTED l
INV. EL /� CRUSHED STONE INFILTRATION 12 . .•COM4PA.CTEU O AT . ' _ _ _ _ _ _ _ _ — GRAVEL BASE
EL=6.45 =6.8 �� TRENCH (TYP FOR 5) -LEAST-.92% OF — — — — — — — — — — — INV -6 8
QQQ� CAP
BOT. OF STONE /\� �\ �\��\��\��\��\�\�\ �\�\� .� �\�\= ':.MAXJMAUM.:D#2Y•DENSITY .:, d� Q '- � END
NOTE: 8.3' O.C. (ASTM ID-1557, :METHOD, C)•
THE ENTIRE PERIMETER OF EACH 6" PERF. PVC �Q�
INFILTRATION TRENCH SHALL BE (SOR 35) PIPE � �� 8" OF CRUSHED STONE
_ PROP. 6"x6" WYE
LINED WITH FILTER FABRIC (MIRAFI 2 MIN' SUITABLE COMPACTED MHD M 1.03.D 6 PVC ON GRANULAR SUB-BASE PROP. 6 PVC SDR 21-MAT(CH ROOF DRAIN
140 N, OR EQUAL) SUITABLE GRANULAR SUB—BASE GRANIULAR SUBGRADE TYPE B ( )
E.S.H.W.T. MATERIAL COMPACTED TO 90q
AT EL= BELOWR RECHARGE GF�CILIDTY
CLEANOUT DETAIL
SUB—SURFACE STORMWA TER RECHARGE FACILITY DRIVEWAY AND ARK/NG AREA OVERFLOW DETAIL N.T.S.
N.T.S. BITUMINOUS CONCRETE PA VEMENT N.T.S.
(20 YR DESIGN) N.T.S.
WIDTH VARIES
ACCESS/ INSPECTION 4' LOAM & SEED 8i7 CONC. MULCH TO THE EDGE
24" DIA. C.LM.H. FRAME & COVER MIN' DRIVEIWAY PAVEMENT OF THE PLANT BED
COVER TO READ "DRAIN" NEENAH
R-1769-A OR EQUAL
SEE NOTE '6'
FIN. GRADE BELOW VERTICAL CONCRETE PRUNE ACCORDING
TRANSITION CURBS TO SPECIFICATIONS
1 1/2' BIT. CONC. OVERLAY (6' OR 7" LONG) BELOW 'B'
-_ BASE COURSE BIT. CONC. SET SHRUB AT
ADJUST TO FIN. GRADE W/ 2' BIT. CONC. BASE COURSE 1:12 A ORIGINAL DEPTH
• COURSES OF MORTARED ��- ��
RUBBER "0" RING ' BRICK (2 COURSES w MAX O�` �6`F - 1:12 3" BARK MULCH
GASKET ; MIN. 4 MAX.) ......._.. 8' PROCESSED GRAVEL BASE GG• ��� MAX
PRECAST REINFORCED ••••••••• ••••
(TYP. ) 1:12 0�° 2' RADIUS
MORTAR JOINTS CONC. M.H. ECCENTRIC -° GRANITE CURB (TYP) �4" SAUCER
INSIDE & OUT CONE SECTIONS w ACCEPTABLE BACKFILL MATERIAL 1 LIP A; oQ 1:12
WITH NON—SHRINK A CONTAINING NO STONES GREATER THAN
WATERPROOF GROUTDIA. , - . .
6' PLACED IN 6' LIFTS, EACH
:12 SLOPE EXISTING REMOVE PLASTIC BURLAP
—PRECAST REINFORCED 3'± 3' .:• :..:•: :.
GRANITE CURB
•••••• •••••• BEING UNIFORMLY DISTRIBUTED AND COMPACT � A ` ••�:• �.'::.,..: COMPLETELY FROM BALL.
CONC. M.H. RISER 28 AT PARKING LOT 9" IF HEMP BURLAP, TURN
SECTION :•:•:- TO NOT LESS THAN 90 OF THE MAX. DRY 3'
3 f DOWN TOP THIRD
..........
4'-0" DIA. DENSITY OF THE FILL MATERIAL AS DETERMIED EDGE A EXIST. PAVED
12' MIN. BY THE STANDARD AASHTO TEST DESIGNATI❑N DRIVEWAY STTRAEETAY— NAUMKEAG EQ. EQ. EQ. PLANTING SOIL
D T 180 METHOD D. NED 5'f SIDEWALK
WIDTH OF PLANTING
a 6" PVC DRAIN " w —SHRUB— THE PIT IWID H OF THE S TO BE 3 ES
6" PVC DRAIN °- INV=7.5 6' MIN. 3/4' CRUSHED STONE BEDDING CC= CEMENT CONCRETE (W/ 6x6 x#10 WWM) ROOT BALL
INV. OUT=6.8 (2.-6" DMH W) , INV=6.8 �DMH,,'A')
2„6CSP DMH 'B') BC= BITUMINOUS CONCRETE
INV=7.4 (6 FROM DS#2 ® DMH B ) TRENCH BOTTOM MUST BE TRUE AND EVEN W= S4DEWALK WIDTH 3.0' MIN.” APRON=1.0' TO 3.0' UNDISTURBED SUBGRADE
INV. OUT=7.4 6 ® DMH B ) TO PROVIDE UNIFORM SOIL SUPPORT FOR W= DRIVEWAY WIDTH B & CC=3/16 /FT. 590 TO 15% SLOPE
• D+18' MIN. THE PIPES FULL LENGTH. CC=6" BC=3/16"/FT.
BC=2-1/2" 1" LIP
;.� D+24' MAX. DRIVEWAY
FOUNDATION ROADWAY
• •.. 8" MIN.
PRECAST REINFORCED TYPICAL CLASS "B" TRENCH DETAIL
COMPACTED:.:""' M.H. BASE SECTION PRUNE ACCORDING
SCREENED GRAVEL:::d': �:::•:• N.T.S. TO SPECIFICATIONS
11 DMH B NOTE B: BLACK RUBBER HOSE,
TYP/CAL DRAIN MANHOLE DETAIL FINISH GRADE INSTALL VERTICAL CONCRETE
HYDRANT HYDRANTS OPEN LEFT;
RIM EL.=10.2 RIM EL.=9.9 SECTION A—A CURB WITH 6" TRANSITION ONE PER WIRE
NO SCALE VALVES OPEN RIGHT 10 CURBS CURB FOR DRIVEWAY TO X12 GALIST OVU WIRBLE E
EXIST. DMH IN PARKING AREA #
COVER TO READ NAUMKEAG STREET DRI VEWA Y RAMP 3 2X3 WOOD STAKES,
r "WATER" ( FINISH GRADE q _ted�El .=8-97 STAIN STAKES BLACK
6" PVC DRAIN TRENCHES (IN 5 \ N.T.S. TREE WRAP TO FIRST
HYDRANT DRAIN FROM DS #1 ROW MANIFOLD) 6" CLDI I I SET TREE AT
BRANCH
6" GATE VALVE do BOX 5'-0"
STA4NDARD TYPICAL ALL MIN. 3�4° CRUSHED STONE— 8LAID NURSERY DEPTH
VALLVES •° °• ° 6 N. ABOVE O I I
° • ° ° • HYDRANT DRAIN
..-.....,:.:r - I 3" BARK MULCH
` •��`` ' FLAT STONE % " LAYER, DO NOT MULCH
I� - :w. •? INV.=7.5 EXIST. 1O DRAIN ST TRUNK
�. •'':`' CONCRETE INV.=7.4 I INV.=5.47 AGAIN
•? 6' C.LD.1. ;;:. ;.'�• THRUST BLOCK 90' PVC ELBOW I
8"X8"Xs" TEE ° • PIT 2'�' DI A. 6 -n,P. INV.=6.8 _ / -4" SAUCER
WATERMAIN HBY YDRADEEP NTDRN NOW INV.=6.8
r ,
3/4'CRUSHED
PLACE CONCRETE NOS: STONE rJ P
REMOVE PLASTIC BURLAP
AGAINST UNDISTURBED HYDRANTS SHALL BE TRAFFIC MODEL SMITH H SERIES I I :, ' COMPLETELY FROM BALL.
EARTH 205, DARLING B 62 B OR MUELLER CENTURION A423. I A I 9 IF HEMP BURLAP, TURN
4
DOWN TOP THIRD
40 R TYPICAL FIRE HYDRANT DETAIL III
No SCALE 3 I I 1 I EQ. EQ. EQ. PLANTING SOIL
I WIDTH OF PLANTING
1
2# I I I I - TREE- PIT IS TO BE 3 TIMES
2 1 THE WIDTH OF THE
III ROOT BALL
UNDISTURBED SUBGRADE
"I--EXIST. .�6 fCl.r
INV.=1.37 PLANTING DETAIL
3' IAW.
—PROP. DRAINAGE SYSTEM PROFILE- PROPOSED PRECAST, CONCRETE CURB N.T.S.
Y MIN. ` � H: 1„=20' OR VER77CAL GRAN17E CURB
� V: 1"=4 WHERE SHOWN ON PLAN
4 CAPE COD BIT. CONC. BERM 1/2" EXP BD w/ SEALANT
2'-0' R-- '
TYPE 1-1 BIT. CONC. 10" 4" LOAM AND SEED SITE DEVELOPMENT PERMIT PLAN
EXISTING 6x6x10 GA WWM
ATTACHED HOUSING DEVELOPMENT
SURFACE COURSE (1") OR 4" 3000 PSI CEM. CONC.
4' OR 5' L — PROPOSED
SEE PLAN BROOM FINISH
TYPE I-1 BIT. CONC. I PAVEMENT SEE PAN FOR WlD1N PLAN OF' LAND
MMFRE 'SPP ---' I---Y MIN. LOAM & SEED OR BROOM FINISH BINDER COURSE (Z )
\ 4y LANDSCAPING 6x6xlO GA WWM
3000 PS! CEM. CON 0 18»
o �8" coMPACTED SALEM, MASSACHUSETTS
N $°$ GRA VEL
ro uOBo°
o$og 6" FOR DEVELOPER
////�\//// °$•g SALEM HARBOR COMMUNITY
\
12p* °$og DEVELOPMENT CORPORATION
COMPAC7FD 40 qp.% �- COMPACTED SUBGRADE -: 102 LAFAYETTE STREET
::,•
GRAVEL 12" COMPACTED GRAVEL BASE -� ���P � SALEM, MASSACHUSETTS 01970
N GRAN/7E CURB AND o ROBERT C. s (978) 745-8071
._ COMPACTED SUBGRAVEL DALEY
N01E: SYM80L SHALL BE MWtED e CIVIL y
IN 1HE PARKING STALL. CEMENT CONCRETE WALK C N CU B AND- NO. s165o SCALE: NONE DATE: DECEMBER 28, 2004
REV.: OCTOBER 13, 2005
pE SIDEWALK DETAIL F ON �, ��� MERRIMACK ENGINEERING SERVICES
90p9FQ/STEAD �F.
HANDICAP SYMBOL DETAIL (N.T.S.) BITUMINOUS CONCRETE CURB SECTION (LOCATIONS AS SHOWN ON PLAN) -
NO SCALE NO SCALE N.T.S. p" 66 PARK STREET DETAILS
} ANDOVER, MASSACHUSETTS 01810 5 OF 7
FLANT - IS_
SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE
ORNAMENTAL TREES
P MER EXISTING P A V'E D ROADWAYS M5 MALU5 SARGENT(I SARGENT CHERRY 4 1 1/2 - 2" GAL
(PUBLIC - 40' WIDE) STREET TG TILIA GORDATA LITTLELEAF LINDEN 3.5 - 4" GAL
SHRUBS
jr, JUNIPERU5 CHINEN515) "SARGENT((" SARGENT JUNIPER 48 #3 POT
RG RHODODENDRON GA'TAWBIENSE 'ALBA' CATAWBA RHOODENDRON IS 2.5-3' HT.
LOAM d SEED (TYP) i EA EUON'(MU5 ALATUS G,OI-IPAGTA BURNING BUSH 33 2-2.5' HT.
JG (3) Jr- (2) AZ (1) AZ AZALEA BLAAUW5 FINK BLAAUW'5 PINK ,AZALEA 22 IS" - 24" HT.
JG (2) - AZ (3) JG (12) M5 (1) TA THUJA NIGRA 'DARK AMERICAN' DARK AMERICAN ARBOVITEA 14 4 - 5HT.
I TGG TAXU5 GU5PIDA'A '&�REENWAVE' GREENWAVE YEW 12
• �-- 2-2.5 HT.
Li I PJM RHODODENDRON 'PJM' PJM RHODODENDRON 15 2.5-3' HT.
LLJ
M5(I) EA (1)
EA(5) PJM (3) O -
EA(1)
U�
PROP. 3 STORY
�0
15 UNIT RESIDENTIAL (I)OBUILDING
o
D
Uj EA (1)
0 PJM (3) PJM (3)
Z
�n ` NOTE: CONTRACTOR MAY USE PLASTIC
1X TGG (3) EA(1) JG (15) V TREE GUYING CHAIN IF APPROVED BY L.A.
G-CHANNEL (SEE BELOW)
' m
EA (4) O REINFORCED NEW RUBBER
CL HOSE, BLACK, I/2" I.D., TYP.
LOAM S 5EED (TYP) AZ (4) AZ (4)
DOUBLE STRAND
12 GA. WIRE TWISTED
EA(3)
,«yx ROOTBALL /
TREE PIT
LJ
NOTE: TREE SHALL BEAR SAME RELATIONSHIP
TO FINISHED GRADE A5 IT BORE TO NURSERY
�� ,y OR FIELD GRADE
00, C)Juvpoo p°voJGpvOJp'p , LOAM d SEED (TYP)
r J' Op°pOpOr°Up °°Gp °OGp °pop °U °
°Op �Gp °GUp °pGp °OUp °00 A
SECURE TREE WRAPPING ABOVE FIRST BRANCH
O r.GGOpp°oOppp?rapprJ�Op°p�nppUpOp z -. � � �., �
JOU° J;3N6 T �[Joj JOG G p EA (3)
rp G O°°°r "'T{ °°U G°r°° • l ` PROVIDE GAUGE G-CHANNEL FOR STAKING; GRA55 RAVERS FILLED WITH TOPSOIL
°°p 'G*` "'�t5' nG o p 3 PER TREE. DRILL TO ACCEPT GUY WIRE. �� 3" TOPSOIL
JU°Ovp°ppGr°OOG °°op po° ov° RG (3)
°' Jvr °Uop °°c,pJ°Goo°Jop°°Uoo°pG � PRIME AND PAINT BLACK. �
°UOr, Gpp Opp Op Op .. .. - n
°°° °�Uo o°o G Uo°o n°°°o°�o °°U AZ (5) ° 0., o 0 0 ° o 0 o g o0 0. g 1 1/2 SHARP MASONRY SAND
° ° oo
o J G v °°G J°r po G _ WRAP TRUNK WITH TREE WRAP °
80 °° 6" GOMPAGTED GRAVEL BASE
TG (1) OG+v Jo pp°°� p rp )J r o 8 °
V111 -1 3" BARK MULCH IN SAUCER ° ° 01112, Ceo g o°o g°o° 00
P NCE - _ _ _ _ - —_
rn 70P �� PLANT 5AUGER,4" CONTINUOUS ___—= GOMPAGTED SUBGRADE
LA I EA (3) JG (5)
�1 „• — ( FINISH GRADE
=SET TA (4) GUT d REMOVE BURLAP FROM TOP I/3 OF ROOTBALL
—POLE LOAM d SE<D (TYP) o = PLANTING 501E MIX: BACKFILL IN LOOSE LIFTS OF
�' III^ 6"-8" DEPTH. SETTLE WITH THOROUGH WATERING
CAL AZ (5) =I I I I=
l — -
RG (3) 12" (III=III= ' HOLING' OF 501E IN CENTER OF PLANT PIT TO SUPPORT
MIN.
BALL AT REQUIRED ELEVATION
I DECIDUOUS TREE PLANTPNG AND STAKING GRASS PAVER IN SNOW STORAGE AREA
I ! EA (3) RG (3) 1
1 SCALE: N.T.S. SCALE: N.T.S.
o ,
Sj BEVELED GAP WITH 1/2" X 1/2" TRIM
PJM(3) EA (2) — 5" X 5" X q'-O" POST ®8'-0" O.G., TYPICAL
3/4" X 4" GAP
1 1 3/16" X 2 3/4" TOP RAILS
V 3/4" 50. TRIM ALL SIDES OF PANEL
— I I/2" LATH WITH 2" 50. OPENINGS
d EA (3) / / S_0"
JGT ,
711
I
- Huntress Associates, Inc.
C
p c Landscape Architecture &
RG (3) ecture Land Planning
LOAM d SEED (TYP) 17 Tewksbury Street
EA (3) I : 16" 2 3/ I Andover, Massachusetts 04810
°
l 130 MI IL
PRIVACY FENCE, SEE DETAIL 978 470 8882 FAX 978 47(0 8890
3' e 1T G 'L I IN
O
LOAM 8 SEED (TYP)
° O mIo
TGG(3) 'tib' Z '
°!o
-TC�6P. 6' HW WHITE
TGG(3) VIINYICE TOP WITH
I8, 0„ 5' - O" SINGLE AGGE55 GATE
INSTALL AS DIRECTED BY MANUFACTURER
(SEE DETAIL) FIELDVERIFY CL PROV I PE
AND LOGK N& 2(
DEVICE FOR AGGE55 FROM STREET
6' VINYL PRIVACY FENCE AND GATE INSTALL A5 DIRECTED BY MANUFACTURER 0 5 10 20' 30
3
SCALE: 1/2„ = 1 -0 LANDSCAPE PLAN
NOTE: ALL VINYL TO BE ICAO% VIRGIN, MONO-EXTRUSION WITH 10% ATTACHED HOUSING DEVELOPMENT
TITANIUM DIOXIDE THROUGHOUT ENTIRE THICKNE55, WHITE IN COLOR.
VINYL POST W/ 501_IID PRESSURE TREATED WOOD INTERIOR BELOW GRADE, PLAN OF LAND
i='LANTI NG NOTES BEVEL PT WOOD FILLER TO ALLOW PROPER DRAINAGE
IN
I. PRIOR TO THE START OF ANY EXCAVATION FOR THE FROJECT BOTH 6. THE LANDSCAPE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS 11. PLANTING SOIL MIX: LOAM THOROUGHLY INCORPORATED WITH ROTTED ALE M, MASSACHUSETTS
ON AND OF THE SITE, THE CONTRACTOR SHALL NOTIFY IDIGSAFE AND IN QUANTITIES SUFFICIENT TO CWRD G.Y. G.Y.
OMPLETE ALL PLANTINGS SHOWN ON THIS MANURE PRG)POTIONE5 . TO 1 G. OR EQUIVALENT. PEAT MOSS
BE PROVIDED WITH A DIGSAFE NUMBER INDICATING THAT ALL EXISTING DRAWING. WITH FERTILIIZER ADDED PER MANUFACTURER'S RECOMMENDED RATES. _
UTILITIES HAVE BEEN LOCATED MARKED
. ALL
MARKE . FOR DEVELOPER
�. ALL MATERIALS SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY 12. THE LANDSG+APE CONTRACTOR SHALL GUARANTEE ALL PLANT
2, GONTRAGTOR SHALL BEGIN MAINTENANCE IMMEDIATELY• AFTER THE AMERICAN ASSOCIATION OF NURSERYMEN. MA7ERIAL5 fFOR ONE (1) FULL YEAR FROM DATE OF AGGEPTANGE. SALEM HARBOR COMMUNITY
PLANTING AND WILL GONTINUE UNTIL FINAL AGGEPTANGE. ,:,,.''Sur"' DEVELOPMENT CORPORATION
8. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE 13. ALL PLANT MATERIALS ARE SUBJEGT TO THE APPROVAL OF THE
3. GONTRAGTOR SHALL VERIFY ALL TREE REMOVALS WITH LANDSCAPE AS TO ORIGINAL GRADES BEFORE DIGGING. LANDSCAPE ARGHITEGT, AT THE NURSERY, ,AND AT THE SITE. tiQ ttu k 102 LAFAYETTE STREET
ARGHITEGT PRIOR TO GON57RUGTION START. _ F� ,,, SALEM, MASSACHUSETTS 01970
Q. ALL PLANTS TO BE BALLED IN BURLAP OR CONTAINERIZED. 14. LANDSCAPE ARGHITEGT TO FLAG ALL TREES TO BE TRANSPLANTED
4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL 10. MULCH FOR PLANTED AREAS TO BE AGED PINE BARK: PARTIALLY PRIOR TO CONSTRUCTION START. a V z '978) 745-8071
BUILDING FOUNDATIONS, STRUCTURES, AND PLANTING BEDS.
DGDWry1� Raw"
EOMPO5E , DARK BROWN IN COLOR AND FREE OF WOOD CHIPS 15. ALL AREAS OF THE 51TE WV
WHICH HAVE BEEN D15TURBD C1
EAND NOT 9�c SCALE: 1 =10 DATE: MARCH 14, 2005
THICKER THAN 1/4 INCH. '!,a/AND5�? �`�` REV: OCT. 13, 2005
5. MAXIMUM SLOPE WITHIN DISTURBED AREAS SHALL NOT EXCEED 3:1, OTHERWISE DEVELOPED SHALL BE LOAMED AND 5EEDED WITH A
UNLESS OTHERWISE NOTED. MINIMUM DEPTH OF 6" DEPTH TOPSOIL. ,{d>,,""''g'`���
MERRIMACK ENGINEERING SERVICES
66 PARK STREET LANDSCAPING
ANDOVER, MASSACHUSETTS 01810 6 OF 7
:l1
LIGHTING E SCHEDULE
LAMP N 0.
FIXTURE ::-
MANUFACTURER MOUNTING
TYPE TYPE OF VOLTS REMARKS
LAMPS
SL1 EMCO LIGHTING #AVA-1 -3— POLE MOUNTED POLE MOUNTED
250MH-208—BLP & AT 25'-0" AFF 250MH 1 208 SITE LIGHTING
#SSS-25-4-7—D1 —BLP LUNA
�,G s TR E ET SL2 EMCO LIGHTTING A& —1 -3 POLE MOUNTED POLE MOUNTED
NA U M K E SSS-15-4-1 1 —D1 —BLP AT 15'-0" AFF 175MH 1 208 SITE LIGHTING
W PROGRESS LIGHTING #P5704-30 WALL 60W A19 1 120
IN MOUNTED OUTDOOR DESIGN
ENCASE IN CONCRETE NCANDESCENT GROUP
UNDER DRIVEWAY.
SL2 W N LIGHTING E NOTES : 50 Salem Street, Building A
Lynnfield MA, 01940-2663
9 Dumpster
UP ,�n its 14 & 1 5 1 . THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LIGHTING FIXTURES COMPLETE WITH MOUNTING ACCESSORIES 781.245.6530 fax 781.245.6508
Two Bedroom Ren I TO MEET JOB REQUIREMENTS. lunaQalunadesign.com
Bedroom o 0 1 750 sqft typ. 2. THE ELECTRICAL CONTRACTOR SHALL VERIFY FIXTURE MOUNTING AND LOCATION AGAINST PLANS ELEVATIONS AND
SL1 I � Architecture Interiors Planning
DETAIL DRAWINGS. EXACT LOCATION OF ALL FIXTURES SHALL BE CONFIRMED WITH THE ARCHITECT
1 Kitchen ® I Living Room PRIOR TO ROUGHING IN.
ENGINEER:
3. SERIES FIXTURES SHALL SATISFY LENGTHS AS SHOWN ON THE DRAWINGS.
10 W 4. FIXTURE LETTERS SHOWN ONCE ON A CONTINUOUS ROW OF FIXTURES SHALL BE TYPICAL FOR THAT ROW UNLESS CROSSFIELD ENGINEERING, INC.
Bedroom OTHERWISE NOTED. 65 CENTRAL STREET
SL1 5. ALL FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE, INDEPENDENT OF THE HUNG CEILING.
2 G GEORGETOWN, MA 01833
6. MANUFACTURERS CATALOG NUMBERS ARE SHOWN FOR REFERENCE PURPOSES ONLY. THEY ARE MEANT TO TEL: (978) 352-6207
B throo UP PROVIDE A GENERAL DESCRIPTION OF THE DESIGN AND QUALITY OF FIXTURES REQUIRED. EQUIVALENT FAX: (978) 352-7362
11 W PRODUCTS, BY OTHER MANUFACTURERS, WILL BE CONSIDERED. E—MAIL: CROSSFIELD@
B hroo UP W 7. ALL INCANDESCENT LAMPS SHALL BE RATED 120 VOLTS UNLESS OTHERWISE NOTED. CROSSFIELDENGINEERING.COM
3 Bedroom 8• ALL FLUORESCENT LAMPS SHALL BE OF THE ENERGY EFFICIENT, RAPID START TYPE, GENERAL ELECTRIC
SL2 WATT—MIZER 11, SYLVANIA SUPER SAVER 11 OR AN APPROVED EQUAL UNLESS OTHERWISE NOTED. o o =
SL1 = s
n
° 12 9. ALL FLUORESCENT FIXTURES SHALL HAVE ENERGY SAVING BALLASTS — U.L. APPROVED AS A COMBINAkTION
ooNEo `
= �_ ax
0 2"C. TYPICAL FOR WITH ENERGY SAVING LAMPS SUPPLIED.
-d ALL SITE LIGHTING10. ALL FLUORESCENT LAMPS ARE TO BE STANDARD WARM WHITE COLOR UNLESS OTHERWISE SPECIFIED. -J
4 ° ° W �oo0 NE
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Kitchen Living Room
Bedroom o
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5 to UP Units 12 & 13 -------- — o—_�
- w o Bedroom Ren I PREFIX CONFIGURATION DIURIMMUN WATTAGE VOLTAGE FMISH oFnaws =O=v a O
BRP HS
750 sqft typ. a AVA — 1 — 3 — 150HPS — 120 —
cn000� co
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W N IXVA HP120 FRP kPm In-Poler1ck Shield a � Q'o:LslnyAmlty I�rcell 250S 205 BLP 8cantLF Fusln�n-LineeFusin _
15 Parkin 14 xs jbrg 175 H NP Naulal Paim ng y. o `
mo F 249 9JP AhiePaint ?�nd�so-terer. avi kv
S aces 'Mnin EO IV 277 PC ea T PhotoMral s E
6 N 2 4DOMH 347 CO Optiar al Color Pairt Rax:gaiWjWrn z uromFb ax `- E = o 0
TwrGtB1' 400htH 4� 9GP Beige Paint LnndtateolWrmmmruhnd `o o e w
S L 1 150PSh1H o c—r
W 3 Ilnnae vaga Pit arab*oth MY, p—
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UP > Units 10 & 11 (/1 - �t5" 4 SC Special Cela Paint e —
� V J ..:. r:C�1Luu ImiBewer� �~
Two Bedroom R e a I w iS ridtlkamnSadum OAaroxdl'uLYditi PTF2 Pole Top Fitter t2'i xiii o rn v
15 740 sqft typ. YhllYrknt �Ta ►+z�IwlaE PfF3 WleTcpFittertr x57 o c o ax
Fknud,EBn PS Pu�sek►1�e�aE RTF4 Pole Too Filter L3 4-x6) o 4
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rlxaa�kd6 e0F5 U c O'—
SL1 UP Living Room WG wireD and
Kitchen I1 I POLY External Pa"banate5hield 2
� �l Value Without Compromise
The Avalumes sleek form is a refreshing. �1L J y'i F -_G_I E N S I Q
W I softer terve that both chreaL the wind and
\I strengthem ft assembly.Thetwo-piece -
8 Bedroom dielastalum inum housing is ribbed not •�'� •��r••�l
0- only to enhance an already stunning sculpted ka i•�I �..,'"
r00
form,but to act as a heat si nk to help tower ballast V
(1)
UP operating temperatures and extend service lite.The s,> ■� ,k r � ,6 •�'
f W tempered flat-lass lens is mated to the luminaire
Q with silicone gaskets to keep out unwanted element
G CJt1l�K SHIP PRCJ��RAN1 n ,
such as insects,dust and moisture and ensure a
Bathroom long-lasting,malntanance-free fixture. The Avalurne marries gcsiity contra tion with service.TheAvalume in-stock units allow Enrico to nxt ttie
quick-tum needs it Many projects.QUiCk Ship producls are bronze painted only.Wahages available are:
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The vaume s also capable oseamessly mounting o 250MH,400M11.250HPS and 400HPS Ballasts are 5 Tap(1200131244QTr1460- ed N 271 Volt).
Bedroom Bedroom Bedroom Bedroom Bedroom Bedroom Master ThtO � �
Bedroom a davit arm or mast arm pole.Specify the mast an fillb All other configurations(finishes,wattages,etc)carry a 069,11k leadliiine.
OINTo I e (MF)option for use with these applications.
Cansu h your local ErnaT representative for all service tktaiL.
W Roo When vandal resistance is a primary correm,Avalume also � � � �•�
w W W offers solutions.Ttem luminaires are featured with vandal 2%1 AwradoStrek!
San Lwntmi,CA 94577 r•� Q�
resistant options that include a stainless steel wire guard. Ham227-OT58
O�
51U357-6900 in C.Affrornia 4_j
polycarbonate Inns(used in tandem with the standard -Am
k,x:5141,S7-3tP3
UP UP UP tempered glass tens)and tamper-resistant hardware. www.Qtelighhng.am ^1
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Ba roo Bat room Bat roomBedroom `v
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Incandescent Noiycattonate-Overt outdoor NO. Date Revision/Issue
Wall or Ceiling Mount
W -3G
P5704 n
Units 1 & 2 Units 3 & 4 Units 5 & 6 Units 7, 8 & 9 P5705 n
Two BEntry
Rental Two Bedroom Renta Two Bedroom Rental 1065 sqft typ. P5706 n
750 sqft t 750 sqft typ. 740 sqft tv 9. W Finish Dimensions(indws)
P UP up
Catalog No, White Lamping A 8 Depth
Living Room Living Room Living Room Living Room P570 55 P570 -30 1. t9 10-ver sus 3-N4a
-30 1.66,0wAvAi9 10
-1a s7,13 4
P5706 -30 1-666-At9 10-111 5-7/8 4
W W W W W NV �"'—a Drawing Title:
0 T
ELECTRICAL SITE
'°S
LIGHTING PLAN
U
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P5704 P5746 a
t
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SSpectf'l •.
lrationsa
General o0wris U
•Polycarbonate oval UV stabilized ribbed •open diffuser-specify F'S704
frosted lens •Grill diffuser-specify P57o5 °
CONGRESS S TR E E T •Potycarbonate frarne(grid or hood)and -Hooded diffuser-specify P5706 �
back plate
ricall
•Lamp replacement-Remove stalnless ��
steel Sums hdding tho flame •white ceramic socket o
•Units can be used tar stlrnser light 1dbelin0 a�
appllcatlons •UL-C UL wet location listed t
•Complies with"Americans with F'
Disabilities Act"-ADA
rA
ELECTRICAL SITE LIGHTING PLAN —wwallll or ceiling mounted
Date:
•Covers standard junction book
SCALE: 1/8"=l '—O" •Mounting strap for outlet box 05/25/05
•KiYyhde slots in bad plate pruilde quick
Progress lighting
mountTn g of ural Scale:
Post Office Brix 5701
Spartanburg.South Carolina r
prr �
29304-57CA 1/8 =1 -0,r
a
wvw.prcgrrsslighting.ca-n Job No.: o
CEI#083-04
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\083-04e1 with pics.dwg 5/23/2005 1:12:38 PM