HomeMy WebLinkAboutPlans - 102 PETERS STREET 2/27/2012 BUSINESS-4 ZONING DISTRICT
TERMINATE WATER ZONING ANALYSIS
/ SERVICE AT MAIN / ITEM REQUIRED PROVIDED
da da LOT AREA 80,000 S.F. 13,155 S.F.
8 NCHMARK
HYDRANT SPINDLE FRONTAGE 200 FT. 105 FT.
ELEV.=193.16(NGVD 1929) ` FRONT SETBACK 50 FT. 73 FT.
HYDRANT OUT OF SERVICE :/ SIDE SETBACK 50 FT. 13 FT.
da. 12'WIDE WHITE STOP LINE REAR SETBACK 50 FT. 15 FT.
GG F j/.� B�EEET raoM EDGE of C.B.A. 80,000 S.F. 13,155 S.F.
0 R�" STOP REE MAX. HEIGHT 60 FT. 27 FT.
\ N84h CLOSE orE DRIVE w/ MAX. LOT COVERAGE 25X 20.9X
4
ED x q,9� SLOPED GRANITE CURB 61 -`': - 1.5 1 0.21 1
RATI
o\4 O \ TO MATCH EXISTING o`N�0
v `P RIM-191.5 IN \ \ 243 21 ; NEV-1 VANE DRAIN
4•'j,0 INV IN=190.16 \ ys W/10'SO R 35 PVC PIPE
1 A- N$, . \ � INV OUT=189.20 CRAZE ELEV=191.5
\ SUMP -165.20
-
/
X05 soD swA1F4
oErE DW SYEM
T 189
NV OUT 189.00
93'A /fir DH SE'f , \ \ I � --
\ // \ /, / \\ i \ BO7T.STONE-188.25
ROAD r \\ 'v * � \\ ALL CURSING TO BE
l�
t
STONE \� SLOPED GRANITE
` \ '� �� 1 \�,, � �$\ soo BERM \ >� 1 LEGEND:
PIN(FND.) Nrf T\S /' OWv�NG \\ \\ \l�?4 \ Note: rem-v getotl-In \ \ ROP.SEVER SERVICE
''1' \ SADDLE EXISTING CONTOUR
/ Z\NG 2 \ v \ /Right-al-Woy oe needed to -
. , r.• ;j, / , I \ 5 }\Q \ 1 enhance eight dielonce. -
,� y I \ \ ig p1yNN INV-187.5(NEW 6')
�� � \+` / i \ /-'��pp� ti I \ 5'WIDE X 24'LONG �/ ens ' Rp0+193,2 \ INV=187.2(ez 10') PROPOSED CONTOUR
'•ry , \ y ! I \ \ ` ''•� \ X30'DEEP STONE i I 9i .4 l+'R t\� \ 1A
NF. aye!; 1 \!i'\ \ v \ . \\ TRENCH PAVEMENT `g466 r•,t, \\ RaoEDRAIN - ®- - WETLAND BOUNDARY
'\ VVV •\ \ 6'Sa1D 40 PVC
ORYWELL \ S-0.0050 e'a EXISTING WATER
I = WAS 1,
\�• �� 7 T \ BOTT.STONE-184.0 7 \ 1'W PROPOSED WATER
\ 13,315 S.F. + PROPOSED DRAINAGE
91 n s. \ N p \Si
INV IN= 189.00 pACCERxNGBLL + ss WG ; \ o x35.5 PROPOSED SPOT GRADE
-0 INV OUT-I 69 DO\ \ PpdP4 �', \ TP-1 SOIL TEST PIT
\
sum Is, NUN
° 0
\\ ELECT TEL \\' X745 Mf \' ``\ \ aCOOOOO PROPOSED EROSION CONTROL
TOWN CORNER r o, GF• 5A �'•;`,, \
ANDOVER-NORTH ANDOVER-1 *` _ cArv1 'L9s\9 _'n-= - = _ _ SGC SLOPE GRANITE EDGING
STONE MONUMENT TIPPED NW -
/ - 1111\ '.I I / 0 EXISTING UTILITY POLE
195.00 GRADE AT BOTTOM OF CURB
`t``i' IPE(FND.) 605CHRD 40 PVC ; i/ \���_, 1;' _ ,0 5En,f2 - --
\ 1 s=o.005a \ - -_--- - EXISTING SEWER
PARKING CALCULATIONS � AS.
OPTION 'A' - 10OX BUSINESS/OFFlCE USE PROPOSED SEWER
3 SPACES/1000 S.F. X 2745 S.F. - uekE PROPOSED UNDERGROUND
-8.23 SPACES REQUIRED / ELECT, TEL & CATV
y \ (11 SPACES PROVIDED)
OPTION 'B' - 50X MEDICAL OFFICE USE 13' /
54X BUSINESS/OFFICE
4.5 SPACES 1000 S.F. X 1373 S.F. y •�
=8.2 SPACES REQUIRED c T ASN /• ;
3.0 SPACES/1000 S.F. X 1373 S.F.
=4.1 SPACES REQUIRED RIM=I94.5ATE .1�t I n ,'l REp AST CONC.
-10.3 TOTAL SPACES REQUIRED NV IN-192.83
EMERGENCY
(11 SPACES PROVIDED) �' 't ' OUTLET.- RIM-194.5 TO
' I PIN(SET) yC /
AVERHILL ST.� Q
� �1A ST PR �$TZ
.
3A B
_. o
� ZA S1IE \o'A
1 _P5,
I
Al ASH OF A14 / +u� Is=PLAN SCALE: 1'=000'
11O �S 5 A
�-,P SA ,� ��� PETER cyGJ' r° cP`'
O
U 20 G
PROPOSED SITE PLAN
OUWIN GO j�
o
1 No.48133 ,� `� 102 PETERS STREET
/ o� �..� 'i JA NORTH NORTH ANDOVER, MASS.
fA1R'WEAtKE`f1 PREPARED FOR: DUNDEE PROPERTIES, LLC
CI'!1L ,
WETLAND BOUNDARY WAS FLAGGED BY LEAH BASBANES, m� DATE: December 13, 2011 REVISED 01-25-12
BASBANES WETLAND CONSULTANTS IN MARCH 2011. 8A / �8A A, � N �Q � SCALE: 1e=20' REVISED 02-02-12
o9P � �9A � rb T �Gw REVISED 02-27-12**
• �s�N_""��� andover
PROPOSED SITE PLAN consultants
EXISTING CONDITIONS PLAN1y�� Inc.
1 East River Place James S. Fairweather II
**REVISED 02-27-12: TOWN ENGINEER, PEER REVIEW COMMENTS Methuen, Mass. 01844 Reg. Prof. Engineer
**REVISED 02-02-12: SEWER, UTILITIES, DUMPSTER 0 20 40 60 80 Ft.
P:\11\11-12\DWG\SITE.DWG **REVISED 01-25-12: WET FLAG 3A, REVIEW COMMENTS SHEET 1 OF 3 0 5 10 20 Meter
TOP OF .5 8'-0'
----------------------------- /-------'----- -----------/7--s'n 192___
------------ -------- NEENAH JW
F 0 U N D R Y
20" DIA
N INSPECTION COVER
O'ST
EARTH
T 189
IIN.R -a., ESHWT 189 Heavy Duty
MIRAFI 140N NON WOVEN NOISTURBED
GEOTEXTlLE TOP AND SIDES EARTH R-3599 Series
X
ESHWT 189 S 5-2" Slotted Vane Drain,Sheetflow
WQWFA�� SUITABLE 0 Neenah's Cast Iron SEttetdVal.Drain.Hers ease of installation along with Ine superior vaned configuration to capture prevousty unexpected
1/2--3/4' WASHED C =6' BEDDING quisn•ines of water when placed Perpencicular to the flow,Installation isa�cmp:ishedbysawing a slot in the top ofc*nventona'PVC pipe.
CRUSHED STONE pacing me pipe on grade,installing the Cast Iron Slotted Vane Drain in place and pouting tie concrete.When used n con unction with a vane
FOUNDATION BOTTOM OF grate inlet vinual-'y all of the water in the street,which would normally bypass the ctucin basin,can be captured.This permits the spacing
NOTES: STONE 188.25 between inlets to be increased.An addit,onal benefit is the added safety factor obtained should the catch basin be plugged or covered with
1. REFER TO ASTM D2321 *STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF PLAN VIEW snow.The unit may also be installed wherever sheet flow capture is required,
THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST NOMINAL I NOMINAL TYPICAL TYPICAL TYPICAL SIDE H H C.I. FRAME & GRATE
EDITION.RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE O.D. SPACINKI"S* _X_ -TRAFFIC) (TRAFFIC)C) (NEENAH R-2668) GRATE 194.5 FINISH GRADE
SPACING_C_ WALL (NON
2. ALL IANCE 307 36' 18' 54 MORTAR-----_
INSTALLATION GUIDELINES. )(9 MM) 7 M (1371 E
WITH ASTM 02321, LATEST EDITION AND THE MANUFACTURER'S PUBLISHED 7 14 (45 M)
3. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF NATIVE FINES INTO 3 3/4
I" TAPE
BACKFILL MATERIAL, MEN REQUIRED. SEE ASTM D2321, F 4. TOP (TOP-193.67) [95rnrnj
4. FABRIC- A GEOTEXTILE FABRIC AS SPECIFIED SHALL BE INSTALLED TO (4) 6' DIA INLET
PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKRU I.........T
MATERIAL. F=9 F=i U F==i F9 6* PVC PIPE
INV=192.83
5 FOUNDATION, WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL 2'-8°
EXCAVATE TO A DEPTH REQUIRE[)BY THE ENGINEER AND REPLACE WITH SELECT E
GRAVEL MATERIAL AS SPECIFIED BY THE ENGINEER. A 2--l'
6�_BEDDING, SHALL CONSIST OFI/2--3/4'WASHED STONE(100m.)AT A DEPTH OF SHEA
4"-24"(100-600mrin); 6•(150mm)FOR 30*-60'(750-900rinnn)PIPE. L BOTTOM=191.00
7. INITIAL BACKFILL* SUITABLE MATERIAL SHALL BE CLASS I OR 11 IN THE PIPE ZONE 3- 6. 7 5/8- R.
EXTENDING NOT LESS THAN 6'ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL
PXRO DE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL [194mrnj
BE INSTALLED AS REQUIRED IN ASTM D2321,LATEST EDITION, 1 2 5/8' [67trinn]
DRAINAGE HOLES 6"X4" TO 5"X2" TAPER BOTTOM OF 4/8
8' MINIMUM COVER- MINIMUM COVER OVER ALL RETNET10N/DETENTION SYSTEMS IN NOTES: SECTION VIEW STONE=190.50 7 3/16-
NON-TRAFFIC APPLICATIONS((GRASS OR LANDSCAPE AREAS)IS 12-FROM TOP OF PIPE (183mrn]
To GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. Illustrating R-3599-A
1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. ESHWT 189.3
FOR TRAFFIC APPLICATIONS, MINIMUM COVER IS 12" UP TO 36"DIAMETER PIPE AND 24' WEIGHT
OF COVER FOR 42'-60"DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM
OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. ITEM NO. DW-SDW 1 5,142# VANE DRAIN GRATE
PIPE DETENTION CROSS—SECTION PRECAST CONCRETE DRYWELL—ROOF NOT TO SCALE
NOT TO SCALE NOT TO SCALE
STRAW OR HAY MESA (-2'WOODEN STAKES
50.7' - ---------- SLOTTED VANE DRAIN (2 PER BALE)
30 x 8 TEE it
SYSTEM 44'-30' DIA LATERAL
T
_[IELSE� WITH 10mm'AASHTO CLASS 11 36*'914trinn'
PERFORATIONS (typ.) HEADER DRAW SECTIONS FRONT VIEW END MEW
— — — — — . . . . . . . — — — — — — — — - BOLTED TOGETHER HAY BALE SILTATION BARRIER DETAIL
FLOW 35 1.5/16'[91,W m} WIRE DRAIN TO PIPE PVC (NOT TO SCALD
V� PIPE
fill 111111111111 SAW 3 3/4*f9 rej SLOT
END CAP IN PIPE '0 ACCEPT DRAIN
CLEANOUT 35•MIN.VOW OR"n POST
N I AD ST rRAVE MK 111'INTO GROUT ui �U i
TO GRADE
MY ER FABRIC
SDR--M PVC SEWER PIPE TO
OEO"Tr
STRUCTURE TO E Olit our
FLOW CLEANOUT ACCOMODATE PPE on CONTROL FAMW
SLOTTED VANE
ITHIR
A
. . . . . . . . . . . t95—
..,ET CONTROL DMH
SEE DETAIL PAV`MENT
C1jT REO'D AT BELL
47.7' TO ALLOW VANE GRAIN FROM TFOM
BASE FLANGE CLEARANCE _T FABRIC SILTATION FENCE DETAIL
(NOT TO MALE)
'87renn).
CUT LONGITUDINAL SLOT 7 3/16-
TO FIT TPW ITON INNO LUG
ON BOTOM OF VANE GS
DRAIN CASTING
SAW CUT PAVEMENT PIPE DETENTION PLAN FROM ROOF ..ir
EXISTING -.TOO
PAVEMENT-\ NOT TO SCALE
EMERGENCY OVERFLOW
F
PROPOSED SITE PLAN
TRENCH 1--,6'MIN, CONCRETE THICKNESS AT SDES s, 102 PETERS STREET COUPLING AND BOTTOM OF SEWER PIPE
is,us: - I Y
A
FASTEN CASTING SEC:RELY PIPE WITH WARE 0 NORTH ANDOVER, MASS.
1j"BIT.CONIC. 111`1L
TOP COURSE PREADER
COMPACTED �z C PREPARED FOR: DUNDEE PROPERTIES, LLC
FINISH GRADE-GRASSED SOR-35 PvC SEWER PIPE DATE: December 13, 2011 REVISED 01-25-12**
A
NEW PAVEMENT (9 BACK FILL 2j-SIT.CONG. (SIZE AS REQUIRED)
SX
PAVEMENT (.",ST.
TO MATCH EXISTING STANDARD BINDER DOUR REVISED 02-02-12**
PROCTOR SCALE: 1 21
THICKNESS(4-MIN.) REVISED 02-27-12**
BLOCKS TO ADJUST PtPE TO GRADE AND ASSURE 6'MIN.CONCRETE THICKNESS BENEATH PIPE
12'COMPACTED GRAVEL
COMPACTED SUBGRADE TO INFILTRATION zQA
TRENCH PAVEMENT ,an d a ve r
PATCH DETAIL UNDISTURBED GROUND TO SLOTTED VANE DRAIN DETAIL consultants
NOT TO SCALE NOT TO SCALE inc.
1 East River Place James S Fairweather I
PAVEMENT SECTION ROOF DRAIN OVERFLOW "REVISED 02-27-12: TOWN ENGINEER, PEER REVIEW COMMENTS Methuen, Mass. 01844 Reg. Prof. Engineer
P:\11\11-12\DWG\SITE.DWG NOT TO SCALE NOT TO SCALE "REVISED 02-02-12: NONE THIS SHEET 0 2-0 4'0 6-0 80 Ft.
"REVISED 01-25-12: WET FLAG 3A, REVIEW COMMENTS SHEET 2 OF 371 0 5 10 20 Meter
200 . . . . . . . . . . . . . . . . . . . . . . . . . .q . . . . . . . . m r. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 200 -8" OUTLET FINISH
3 m INV--189.0 FIELDSTONE MASONRY 0 GRADE
z 0 26" DIA. C.I.M.H. FRAME & COVER. TOP=193 _ IN MORTAR
= z COVER TO READ "DRAIN' �.
m�� ��>> PROP.FINISH GRADE o.
m FINISH GRADE NEENAH R-1796 OR EQUAL �\ !f 1 '
z APPROX.EXIST.GRADE 1 1
79K K / _-`- r SURFACE COURSE BIT. CONC. ;l /r'/ -• o r
3>0
ETA] ING I1
WALL VANE DRAIN if '1A �(/ �(. r �, -1 •� ., I
00 Yr a RIM�191.5 FINISH J r r ��
$•PuTE Wt __ _ MORTAR J r / p,. f I r I u
• GRADE-,,, �.•• 1 \ I FINISH=189
_ l
_ - / 1
BASE COURSE BIT. CONIC. _
i
275'OIA.ORIFICE 1
INV=189.0
INV sl89.00 OUT -; it-
ADJUST TO FINISH GRADE WITH 7/ 1 - )•t
2'WIDE X 0.2'HIGH
SOD BERM �- STEEL REINFORCED COPOLYMER 1 r� vT in 1 1,
POLYPROP NE PLASTIC STEPS - MAX. ! ) I
190 . . . . . . . . . . . . . . . . . . . . . . . . F. 8•.PVC Lo22'. . . . 190 PER ASTM 0478 O 12.O.C. P
COURSES OF MORTARED BRICK
o'pvc 5 e' ( 2 COURSES MIN 4
PRECAST REINFORCED CONCRETE (%• �! -�•- - /t._..� i _..� ...I �:�. 1 c-.. _- i.- I�Cz
N
. .
-- - S-0.0090 M.H. ECCENTRIC CONE SECTION I�BOTTOM=186.5
ESHWT 189.0 RUBBER "0" RING GASKET I 25 t I 18"
FRONT ELEVATION SECTION
8'PVC,L=I1'
S-0.000 OBSWT 185.8
12-7-11 \_30-X B' STONE AND MORTAR HEADWALL
5'N1D D
E x 24'LONG REDUCING TEE PRECAST REINFORCED
X 30'DEEP STONE CONC. M.H. RISER SECTION
TRENCH PIPE DETENTION NOT TO SCALE
BOTT.STOVE-186.5 INV IN-189.00
INV OUT-189.00 MORTAR JOINTS
BOTT,STONE- 188.25 INSIDE AND OUT
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SEE DETAIL WITH NON-SHRINK
180 • • . • . . • • • • • • • . • • • • . • • • • • • • 180 WATERPROOF GROUT
4'-0" DIA 20' DIA INSPECTION COVER
(REMOVE)
6' DIA
PARKING LOT DRAINAGE PROFILE PLATE w/z.s"
ORIF. INV=189.0 30" HOPE
1" = 20' HOR.
DETENTION IN
1" = 4' VER. a8" PVC
PAVEMENT AND
GRAVEL BASE(AS
200 . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .200 30" SPECIFIED)
�I
PROP.FINISH GRADE LOAM&SEED
PROPOSED BUILDING d q;
CATCH BASIN _ '
FRAME&GRATE • '+ SLOPED GRANITE EDGING
RIM-194.5 12" MIN. COMPACTED. PRECAST REINFORCED
APPROX. EXIST.GRADE
FF°195.0 SCREENED GRAVEL M.H. BASE SECTION
- -- � � I .. . '. . CEMENT CONCRETE
- MIRAFl 140N NON-WOVEN 8-500 GALLON DRAIN MANHOLE DETAIL SLOPED GRANITE EDGING DETAIL PLAN ylEyy MIRAFI 140N NON-WOVEN
GEOTEXTILE TOP&SI 5 SHALLOW DRYWELLS (SEE MASS D.P.W.CONST,STD.106.5.0) C.I. FRAME & GRATE GEOTEXTILE TOP & SIDES
BY SHEA CONCRETE 6'SCHO 40 PVC NOT TO SCALE NOT TO SCALE (NEENAH R-2668) GRATE 188.8
.OTT x191.00 Se0.0050
. . . . . . . . .. . . . . . . . . . . . . . . . . . . .
190 •ES+wr is9.i�� . . . . . . . . . . . . . . . . . .190 4"
n TOP=188.0
°m
= 6' TOP
OBSWT 186.8 r R
12-7-11 I^ z
° i 0 O O O -(T4I) 10' DIA INLET
z m I NV86.58E
PAVED UNPAVED 3'-6' ''..
GRATE FINISH GRADE Q Q Q Op OQ
C.I. CATCH BASIN FRAME & GRATE 2'-6"
(NEENAH R-3210-L) PAVEMENT& SUB-BASE I EXCEPT IN TRAVEL WAYS SHEA
180 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .180 (AS SPECIFIED) 16" o
MORTAR 1
ROOF DRYWELL DRAINAGE PROFILE GRAVEL �T s"
(AS SPECIFIED) BOTTOM OF SECTION VIEW DRAM HOLES 4" TO 1.5" TAPERED
1" = 20' HOR. STONE 184.0
1" = 4' VER. SUITABLE EXCAVATED NOTES:
MATERIAL THOROUGHLY 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS.
COMPACTED ITEM N0. WEIGHT
`I' N' y PRECAST REINFORCED CONCRETE VENTED OIL-DEBRIS 500 GALLON DW-50OSDVM H-20 4 770
MANHOLE BARRELS TRAP, SNOUT" BY
BEST MANAGEMENT 3' MAX AT TOP OF PIPE 3 STACKABLE DW-3SS 2,008
END CAP °� PRODUCTS, INC, OR
4'-0" DIA EQUAL
OUTLET DRYWELL DETAIL
I
NOTE: » NOT TO SCALE
ALL UNSUITABLE MATERIAL
Na BELOW ALL CATCH BASINS DRAIN PIPE
•LOAD BEARING CONCRETE CIX1AR SHALL BE REMOVED AND o 3/4" CRUSHED �Q _P.�a PROPOSED SITE PLAN
AS SPECIFIED BY DESIGN ENGINEER AST IRON COVER REPLACED WITH COMPACT I ] STONE '^' '
HEADER To READ'DRAIN' GRAVEL FILL. SHEETING rn .6' . . FT•,_ i_GF AA\SS�
`1' `i' ur `Y `!' `1 WLL B USED WHERE 102 PETERS STREET
PRECAST BASE JAMES S.
6•DIAMETER DRAIN OR SEWER �\
- NORTH ANDOVER, MASS.
SOLID SD WALL HOPE CLEANOUT _ I�'
`� FA1tii^�EA7H"�1i
LEDGE I EARTH 1C.., CIV REPARED FOR: DUNDEE PROPERTIES, LLC
12" MIN. COMPACTED, �T V cn
UNDISTURBED SCREENED GRAVEL N1 4715 DATE: December 13, 2011 REVISED 01-25-12**
EARTH LATERAL F1 SCALE: 1"=20' REVISED 02-02-12**
PIPE TRENCH � e T REVISED 02-27-12**
� �Lf, �
1 TYPICAL CATCH BASIN TYPICAL SECTION _ _ andover
NOT TO SCALE NOT TO SCALE consultants
WASHED CRUSHED STONE Inc.
wm wsm n"c ma ' t
i East River Place James S. Fairweather 1
PIPE DETENTION CLEANOUT DETAIL "REVISED 02-27-12: TOWN ENGINEER, PEER REVIEW COMMENTS V17L Methuen, Mass. 01844 Reg. Prof. Engineer
(NOT TO SCALE) **REVISED 02-02-12: NONE THIS SHEET 0 20 40 60 80 Ft.
P:\11\11-12\DWG\SITE.DWG **
REVISED 01-25-12: WET FLAG 3A, REVIEW COMMENTS SHEET 3 OF 3
0 5 10 MOMMMOb210 Meter