HomeMy WebLinkAbout1985-03-25 Definitive Subdivision Plan of Land - Campion Hall POgS$n
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TOWN OF NORTH ANDOVER ��
LAKE COCHICHEWICK OFFICE OF THE TOWN CLERK
THIS IS TO CERTIFY THAT
IRECEtVED FROM THE NOgTH ANDOVER PLANNkNG
BOARO A CERTIFICATION OF ITS rKWAL OF TM8 40 0 40
pAN AND THAT DURING THE 20) TWENTY DAYS
NEXT FOLLOWING 1 HAVE RECEIVIZO NO NOTICE OF p 50 Ipq
ANY APPEAL FROM SAID DECISION
IS—
ERH:TOWN OF R H ANUCZkr
[30NNY LAN
1 NEREDY CERTIFY THAT THIS FLAN CONFORMS 70 THE RULES
AND REGULATIONS OF THE REGISTERS OF DEEDS.
FURTHERMORE,I CERTIFY THAT THIS PLAN AND SURVEY WERE
e PREPARED IN ACCORDANCE WITH THE TECHNICAL AND
z yP a� PROCEDURAL STANDARDS FOR THE PRACTICE OF LA140
q �r P4� 4 SURVEYING IN THE COM1,MWEALTH OF MASSACHUSETTS,
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10
NORTH ANDOVER PLANT NG BOARD
12L r NORTH ANDOVE MAS. CH ETTS
s I
20 DATE OF APPMATION 9
1
' \ 17 MURPIIY DATE OF HEARING—.._,._._.I"�e ! Its'
8 DATA= OF APPROVAL 3a _ /
tlI 14 _ 21 NiF
Q40 _
7 16
714 ACCORDANCE UYYJI TILE FIRE DEPA1M-FNF'S RT-POMIMN'OATI01, -
�%o fi L4 A. NO OPEN BtrrWlNG'TS TO PE PE'RU,ITrL'OJ
22 /
-� B, ALL UNDERGROUND FUEL SYORAGf SHALL COMPLY WITH THE FIRE DEPARTT�IEJJi'S REQUIRE/wr§TYIx THE
HATER SNED DISTRICT;
C. A NEW FIRE AL41A BOX, FOR USE AY ITT rJJ7FRSECTIO.N OF GREAT FOND ROAN AVO THE EVQANCE TO _
O'90� 5 g4R0/VO, THIS DFVELOWERY, SHALL BE PROVIDED TO THE FIRE%TARTM`ENF/ } SHEET INDEX
its} 3 0. ALL IIYDRAIITS SHALL BE PLACED WIDWI 500 FEET OF EACH OTHER. „1
4 PRIOR TO PAZIh*ANY SYRUCTURFS ON T#E SITE, THE PLA.RRIAO WARD SHALL BE NOYIFIL'D IN bRITIA3 AS sLIEEr 1 of II COVER sHeer
2 C( TO VICE DATES RWOVAL SHALL TAKE PLACE. ALL PERVITS, E0131 LOCAL AW STATE SHALL BE 08116TNEV TO _ SHEETS 2,3,4 OF I I LOT SUBDIVISION '
ENSURE PROPER COMPLIANCE, S5IEETS 5,8,7 6F I I BOAC DESIGN
SRE£TS 11,11JO OF If G1140t T PLANS
THE PARTIES AGRtt THAT TILE APPROVAJ.OF THE VEVEN777VE SIIBDIVISIOIf PLAN IS A CD!lOT71GN IN TICF SHEET II OF II CONSTRUCTION DETAILS
COVENANT. IT IS CONTEMPLATED THAT SUCH APVROVAL AS 44Y BE TSSJIFID BY TIRE NORTH ANDOVER PLAN.NIUO A4PENDIX'W'OF H SHEETS RETENTION POND PLAN 8€DETAILS
LOCUS SCALE I°=200' NSF SNULYz Q SUCH AS MAY TICSTIJPULATED BY APPL7CA'a JSELVER}AKOSS410UI[ ONAS ASCONDI ION OFLSAIDIFIVALDITJG
T�F APPROVAL. SUCH PAY INCLUDE, [NIT NOT BY G'AY OF LWITA77011, INSSTALMION 4VO C014VR=10111 OF RGAPS,
-0LryFSr 0 UTILITIES, KOAD IMPROVEMIyVFS, SELER INSTAWT70N AW C6h4FCTI0N5, 4ATER J.INES, SEL'LN R{'N, OR
TR 4R Q LIFT STATIONS, RETENTIOU PONO ATO AREAS, SILTATION HOLDING AREAS, DRAINAGE SYSTEMS Aw IDPROVE'vor5 -
H r AA'O EROSTON CONTROL OEVFLOWENT. :St
2 G
C0.':kEC'FI1:G DRAINAGE 7U GREAT YU!rD Pi0A0 FRO COCTfICHkTtICK DRIVE SHALL BE Ir:C4RPUZ47E0 INTO GR6iY
�.•'' y+ ,�, Sic FORD ROAD AND BE REDIRECTED FRO;;LAKE COC14CHEWCK 70 REA'S POND. TILE CULVFRT IO LAKE COC8ICHF47CK
SHALL BE BLOCKED 02 RFJ40VEV PER PIE ING&AY OFPARTNENT'S RECOJUIEIIOATIJYS, 7Mr0M'1ME'rTS SUCH AS PIPE
r c3 i Q- SIZE, STALL BE APPROVED BY TTOF 117GI&WAY DFPAR1PFVf. DRATNAGL CALCUTATIU,h'S SHALL BE MBU VED_TO T!TE
2 CD HTOgeAY VFPARTMEVF A,ND PLANNING BOARV FOR RLDIT.TA FOR COWLTREIICE, '
i
4•, - Hrt PLAN!RLM BOARD PAS NAVE THE DEi€RYIh'AT70 77fAi THE PROPOSED S46D7VT3101i ROADS A'JD SERVICES AIl'.Q -
AVrQUATF O!JLY FOR SINGLE EAMILV USE.NOTE: TO BE PLACED 0!1 THE RESTRICTTJE COVENANT,
IF THE PROPOSED STRUCTURES OESIGNAIEV TC?DEMOLITION ARE A'GT RAZED, LOT LINE CHwas SHALL HE HAOF
TO NRINO THE LOTS INTO CO!rFOR!1NJC7:J::1N JIT IORI17 ANDOVER 70wnC;HV-LAD.
THE SEDIREPTATTON AND LROSION CONTROL PROGRACI SH..ALL BE TIC PLACE PRI07 7-0 CONSTRUCTION TO IA'CLURE, BAIT SHEET I OF II
Wr J3E 111N1T0 TO MARAFT FAHRYC, DOEMLE WQ STAKEV 41AYGALES ANO CHECK DAMS. 17418 PROGM4 SHALL tf@
CONTINUOUSLY AAINTAI7,'EO.YNROUGN0UY APE DURATION OF ALL CONSTRUCTION JROAF,AY;-UTILITY INSTALLATION j
AND HOUSE CONSTRUCTYO!JI A.ND,UAV NE houiEN'AS DEEMED NECFSSARV'BY TILE PLAV.Wj J'BOARD, SECURITY it:
TUC Afi0UH1$30,000.00 SHALL BE RETAfF!EV, A SEPARATE EROSIOrJ CONTROL PLAN 70 BE PROVIDED Yli10R-70 DEFINITIVE SUBDIVISION PLAN OF LAND
cousTxuctlolr. I
No CONSTRUCTION SHALL TAKk PLACE WITHIN 250 FEET OF TAKE L'OC;tICHP.7ICK, I
HE SIJLtWTTE0 CONSTRUCTION SCHEDULE V[fAILIrrG PHASE I, 11, 1•II, TV, AJV V, SHALL BE FULLY AFIIEREO TO OF C,jAMPIO N HALL. '..
AND NO CONSTRUCTION AcYTVITV SHALL OCCUR ON ANY NECY PHASE UNTIL SUBSTANTIAL C(KrPLETION OF T7CE THEN' LOCATED tN
CURRENT POSE. THE P LAMITN(7 BOARD, TOGETHER WITH THE 01-OU TMV BOARDS; SHALL ISSUE A 14RIITE,N'CONSENT I
PRIOR r0 r.,14 URROff P OF A kIT IS THE
UPON A S INTENT
AFTER FIELD INSPECTION OF SOPEN KTTAL CAMPLETIVN I NORTH ANDOVER, MASSAC HU SETTS
OF THE TNT:N CURRTIIY PHASE. 7r IS THE BOARD'S INTE1.7 70 NIFJINIZE-THE AIOUFTT OF OPEN CGIJSTPIICYYO:F'AC- 1
TLVITY AT'ANY ONE TIME Ilr ORDER TO'CO.VTROL RLSULTTI.G CO!rSTRUCYlO,N'RUN0FF5 INTO THE LAKE.' CONSTRUCTION '.
BY APPLICANT VITHIII EACH PRASE AS MORE'SPECIFICALLY SET.FORITJ IN THE.APPLWA.YPS PROPOSAL SHALL TAKE -
PIACB IN 7VE sEQIJENCE SEr FORTH IN SAID PROPOSAL, OWNER APPLICANT
IN ACCORDANCE WIN SECrf6N 4,133, 12) U. IICERE LVILL BE-NO DLETPIAKN BE STllMPS Ili THE SUBDIVISION. � G.P.V. INC. G,1?V
- iff 15 OLD FERRY ROAD 15 FERRY ROAD
ANY DRAINAGE ERN..{CELLARS OR LOT PEVELON'MFNF SHALL BE TEED INTO TTJE DEsiaNEO OR4VIAGE SYSTEfI TO Be ME.THUEN,MASS. METHUEN,MASS.
SHOM01 ON YHE DEFIINT711E PLAJ,'AI.'D ATt OVEV BY THE VLA14PINU BOARWArV RIGh':.'AY DEPARTMENT. SCALE=I"=40' .NOVEMEER 16,1964 REVISED: 4/12/85 '
I
ALL ASPECTS OF CONSTOCYIO.N IN THIS OEVFLOI}tf'Tf WILL BE SURIECT 70 INS➢EM6V AND REVIEW DV THE RESFECTICE I - 5/I3/65 _
DEPART?TINTS OF RtE TUA'!J'OF NORTH ANCOVER, - _. ..- 4,... \ .....,-. .. ., ,.....I '(\ /.�Jr YR E5N'G€NEERING SERVICES,INC.
\�•J�t �AWRENCE MATREET 5EYTS
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M/SA AGER P_a KATHERINE_A1_
.66 BONNY LANE �
/ N/F SHIRLEY A. & N/F ROBERT H.JR.a GLORIANNE D.
N/F WILLIAM R. I
N/F STREET CONSTRUCTION WILLIAMSON AMARTIN
69 PEMNI LANE ARONIAN I 4fiNY LANE
F R J
64 BONNY LANE N/F JOHN M. B 3 CHRISTINE DRIVE -
LAUREEN.J. SULLjj AN ATKINSON,N.H.
92 BONNY LAN
9 BUFFER S r f
ry EFI AStFA .. -_
Q I LOT 19
f /r f ram' za SNa e ga se�Am 1 82,031 s.f. 0 �
r
C 272.62 1 !
y
i
5
---LOT 11 ,4G 4 ��
43,560$4. ,r s
�a -N/F E. HAFFNER a JOANNE
y FOURNIER
�7 a 10 BONNY_ LANE
N LOT 18 p z
o J.N 135,440 s.f. _o N/F B RT H. JR. Ek GLORIANNE D.
H LOT 12m �N o 99 PONND AVENUE
' r 43,560 91 Q 13ROOKLIW,MASS
CAMMON HALL rti ` N/F FLYURNIERAN B JOANNE
` 10 BONNY LANE
_ 3 /F BI1W J. d DIANE J.
1554 GREATEPOVD ROAD a
OARAOE N 1j475 2'.E •°
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WICK
f2400 �♦v�V /fir!
S 110 54' 28
\,J 47.02 [��l
LOT 13TO
-.43,560 s.f ` OR OVER y ' �e`' 6o 31a.2p 2e
6.67'
5i' 45" w
LOT 20 s 213;: P
POOL TO RE AIN� - o a7,056 s.f. w _ 1f° 54` za= w
b 7 O
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LOT 14 ° LOT 17 4 H/F STEPHEN E.a NORMA B. MURPHY43,560 Q�
s,f. 43,560 slf, ' ' �+ GREAT POND- ROAD
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N 1°14 40' E I m 4
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LOT 21
z m 43,560 s.f.z
LOT 15 LOT 16 N/F RICHARD_A. LENO
o' o
1500 GREAT POND ROAD
MI
f
If
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i LOT 20
57,056 s,f. N/F STEPHEN E. a NOR MA-B._MURPHY
GREAT POND ROAD
13
LOT 6 3,5 0 s.f. LOT 17
43,560 s.f. 43,560 s.f.
N 3' 14' 40° E
O0a Vi r 44.20 248.76
Z Sao LOT 14 "' LOT 21
43,560 s.f. 0 43,560 s.f. _N/F RICHARD A, LEND
1500 GREAT RONO ROAD
LOT 16
LOT 7 43,56E S.f.
43,560 s.f.
s Q y p o
�. TEA HOUSE a w��� ' .' LOT 15., �v y
43,560 s,f.
tRAILOAO % evp� �l - �j N/F DANIEL.P.-.a...FREOERLCK-ABDULLA
Sp71(1 S�T I -a.r 1490-MEAT POND ROAD
(S�Tiu0i \
?ASH
i6 vow p N 1 LOT 22 f �,
:
z° LOT 6 ;� U '� 49,460 s.f.
43,560 s.f. <r NN
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73.15
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B8' 23�6 50.00f23.98' RO�'
AFa
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LOT 5
�9'9y 43,560 s.f. /
h pso
0.0 8> R .11
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s LOT 3 W j
°\0. LOT 4 43,560 s.f.
43,560 it
�s
43,560sf. h? pol,Ssry ^sa3,
N/F BROOKS-SCHOOL
H60-GREAT-POND ROAD �s� `. , L_63'� '
R= 0g6r¢ m
_ �ls LOT I 1 a
4 a� 43,560 s.f, Q
33F°/60t', 1 6� 323'Op�
as�z
N/F-HERBERT L. a CAROLE.,,A,-SCHULTZ- O
> N/F PHI.p F. 8 LLIVAN v 1518 GREAT POND ROAD ° Q
I PUNCHARO AVENUE o"
ANDOVER,MASS. -
N/F FIVE STAR-REALTY TRUST
�f GEORGE A. STELLA TRUSTEE r�
\ 160 COMMON SWEET V
LAWRENCE,MASS.
... _ saner 3 OF 11
•f I ��fr
y �/�V.IIt_IAMSON—_. N/F .IOHN
-BONNY.-LANE --tAUREEN J..SUL.LIVAN
�1�r / 92 13ONNY LANE
ts/
U
[RON PIN SET
N/F E-Z STREET- CONSTRUCTION
69 PENNI LANE_-
�aonr
LOT 10 36g99 x
101,480 s.f. A�v� / y
2yg J
/ 3 m LOT 18
\ LOT II ry
43,560 0. ,
spa \ ;: ZS�ELK CAMMN HALL
LOT 12 ;!
N "o z spa. 43,560 s.f. '
. dp �°. 3 w GARAGE
q
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f' LOT ✓ R4F�FHT ��'` ep'pO`y ��p`3'� 9j N
/ 43,560 sl
EOVED
41
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LOT 13
43,560 s.f.
tv
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- -N/F BROOKS SCHOOL s F9 {_54ff7 c�B9' � � � LOT 17
H6O GREAT POND ROAD s� sF Qo �
S 72�22 f6"E $`• LOT 14
s9� LOT $ �13,580 s.f.
43,560 s.f. �j
�39A Op TSo !y
LOT 6
LOT 7 LOT 15 1
43,560 s. a
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• BASELINE'C`-4+69.056ASELINE`A` TO 6+19.659ASELINE'V'10.18.69 +
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CLASS 0 CONCRETE THRUST
r-•
BLOCK AGAWST UNDISTURBED
MATERIAL.
D GRADE BEARING AREA PLANE
E, - -- SEARING FACE
STREET GRADE
TYPICAL SEWER MANHOLE' ;I GL VALVE 'I- > EDEPTH
XISTINGFMAiN
TO CONFOAM TO ASTM SPEC.C478
STANDARD FRAM 30 OPENING M 6"WULLERGATE VA
IA HpiCOVER LVEIOR EQUAL) :'•a;:•.a :+6 1 GGNN ALL GATE VALVES SHALL C. X TURN LEFT TD OPEN �'a;•o:•p
? ,' _
WIDTH OF D°-RL#NFOHCEn TO AST.µ AND AASN T WITH AWWA SPEC.i500 52 T
A STANDARDS AND WILL GE SUPPLIED WITH -- _ - �_ BEARING FACE a
ppyy pp [6 CUBIC FEETT OF 100 LB. SLIDING TYPE.. in
GROOVED 70P RING 30• S�LEICEO 2 SECNE 70 ._'.
6 ADDYE fIYpRAN7 DRAIN l� GATE 00%£S MARKE1AIER B MIN t
ROOVES DEPRESSED A THE TOP CONE SECT3PNS ,•t"..'
B"tI,01 CLASS 52
ORDER TO RECEIVE GRADE RINGS AND OR MORTAR r .''). • �5 PIPE COMPACTED GRAVEL UNDISTURBED
DRAIN -of MATERIAL
PLACEMENT.
TOP PDRTIRIS OF CONES 70 HAVE THICKNESS OF B°; 3'FC!:eNTRiC HYDRANT SHOE P `�• + r+
CONCRETE THRUST—
TYPE °'' ve i PE RO05 + •.v
TYPE TI CEMENT,OR EQUAL,USED IN ALL SECTIONS BLOCK •.{ • o f�
STEEL REINFORCED TO ASTM AND AASJLTR SPECS 10tZ SO.IN.PER LIN.FT. ALL WATER MAINS SHALL PASS LEAKEAGE NO RENDS PREFER F4
�tED I
pEQUTAED USE I/B BEII� THRUST BLOCK _
RISER SECTIONS AND PRESSURE TESTS PERFORMED IN ACCOR7AI,C£ TEE
,It. WITH SECTION 13 CC AWWA C EDO AND SHALL DE WATER MAIN:1• G"WALL THICKNESS FOR MANHOLES IN DEPTH TTIRU UO VH CHLORINATED IN ACCORDANCE WITH-AWWA C601 CONCRETE THRUST BLOCK
TONGUE A GROOVE UOINT 1. STANDARD PROCEDURE FOR 0S3NFECTI,G WATER
WITH BIYUMASTIC GASKET _____ __ "'�3 311GH MONOLITHIC RASE SECTION.
{sEEDETNLA, I __- - ,,.
PIPE CONNECTION TO BEOF THE RUHBER'Rp07
R STAINLESS STEEL RAND TYPE {SEE DETAIL B} TYPICAL FIRE HYDRANT CONNECTION
t CLASS B CONCRETE TFFiLLST�,.
_�a 1 BLOCK- AGAINST[RJDISURRE7D
BLOCK MATERIAL
BEARING AREA PLANE v-4, ,,'�� BEARING FACE
HYDRANT SPECIFICATIONS PER NORTH ANDOVER QP.W. m t
—BEARING FACE :HYDRANT SHALL SHALL MANUFACTURED IN ACCORDANCE WITH AWWA •-,°�� �v-,
SPECIFICATIONS 0502-64 � .� 1x_Q ,
THE HYDRANT SHALL BE DESIGNED FOR 150 POUND WORKING PRESSURE
A14D TESTED TO 300 POUND HYDROSTATIC PRE5SURU, 6•MIN / UNpi3TUReED
NEOPRENE SEAL MFG.TO pSTJ,i C-943 THE MAIN VALVE SHALL OPEN WITH THE WATER PRESSURE AND SHALE, �`"�)'•L MATERIAL
HAVE A MSING STEM. COMPACTDED 5Cp ENED /
BRONZE STEM THRMS ARE TO BE LOCATED BELOW TIE MAIN VALVE. ORAYEL
AN AMMATIC INDEPENDENT D N IS TO DE PROVIDED 7O PERMIT
i •• :'•'.-•-• i��� - ...... ......AL OR id', STMENT WII Ip
°0"RING JOINT'NON- •'• '--"- 5D`-0` `- UT SHUTTING OFF WATER.
LUBRICATING A)JD SELF- 1, I •'n i Y RIGHT OF WAY ��•pRA ALL BE$0 DESIG!JL-D T14AT IN THE EVENT OF ACCIDENT
ADJUSTING TO ASTIR 36€ �:'if:.•.�,•; ..�.-_.� DMIAGE OR BRMNE.0 HYDRANT, THE MAIN VALVE W4LL REMAIN '
'' CLOSED BY MECHANICAL MEANS. t
26'(TYH) _... � to �
30'{WHEN R£QUREW HYDRANTS SHALL Be DESIGNED TOPERIAIT REMOVAL CF,0,VARKING THRUST BLOCK ;
FARTS THROUGH THE TOP.
DETAIL A DETAIL B HYDRANTS SHALL BE DESIGNED SO THAT THE DIRECTION OF THE NOZZLES '
RISE BETWEEN CAN BE CFIA"L B'F ROTAT3NG THE SfANDP�E WITHOUT DIGGING
CilT4FR LINE AND 2 UP THE 1%DRF3JY,
� 'f�//STREET LINE 1/4" CROWN HYDRANTS SHALL HAVE A MINIMUM VALVE OPENING OF 8 L/4',
SEWER LINE SPECIFICATIONS LOAM SHOULD£ }� _ INLET CONNECTION SIiALL BE 6"MECNANECAL JOINT NOTES: (1,) ALL T CONNECTIONS SHALL RE BACKED UP WITH
•- '.. ° A CONCRETE THRUST BLOCK RETWEEN TINE PIPE
)ZBINDER
HYDRANTS SHALL BC SUITABLE FOR INSTALLATION 1..4 a DEPTH Of TRENCH AND UNDISTURBED MATERIAL.
~ HYDRANTS SHALLHAVE TWO OS NOZZLES ONE 6"PUMPER (2.f ALL BENDS SHALL BE BACKED UP WITH A CONCRETE
ALL SEWER LINES SNALL HE 8.6 VITRIFIED-CLAY PIPE 'yITO OE INSTALLED IN TI{E CENTER DF TH£STREET v NOZZLE.NOE THREAD$SHALL 8E NANTo$NAL STANDARD. THRUST BLOCK BETWEEN THE PIPE AND UNDSTURBED
ALL SEWER MUST PASS LOW PRESSURE AIR TESTS WITH I5`PROCESSED GRAVEL ENTIRE HYDRANTS SHALL TURN COUNTERCLOCKWISE TO OPEN. MATERIAL.
A MAXIMUM AELOWApLE LEAKAGE RATE OF 00015 CT WIDTH OF RIGHT OF WAY- TOP COURSE BIT.CONC.TYPE I 1
x COURSE BIT CONC, TYPEIS IIYDAANTS SIfALL BE FURNIISREO WITHA BREAKFipM"E AT THE OROUNO (3.) BEARING AREA REQUIRED ON VERTICAL PLANE 90°PEJi MtJUTE PER SQUARE FOOT OF INTERNAL PIPE SURFACE. LEVEL AND A CAST IRON COUPLING ON THE STEM AT THE GROUND TYKE 70 RADVS PLANE PASSING THROUGH MIDPOINT OF DEN
WHICH SHALL RE SO DESIGNED THAT IN CASE OF BREAKAGE ONLY TIIE
FLANGE AND CIXIPLINGNEED TO BE REPLACED TO AFFECT COMPLETE
REPAIR.
TYPICAL MAJOR ROAD SECTION
STANnD CATCH BASIN FRAME AND
GRADE F BELOW PAVEMENT GRADE. - -
i -
CAST IRON FRAME B COVER (TYP}�
�'e •• ''',ne1a ° A 1 NO.5 BARS-10GRID-
STANDARD FRAME AND COVER I
MIN.fi HiGH
t'e„ j•"'-: GROOVED-tOP� ING,30„ �1
•nI�--•�� Tll - CAST IRCH HOOD
OPENING 4.6 OR 8'IiJGH. - Il e�_ � I 'hLE�t�ti1•_#L8
' T P PORTION OF CONES TO HAVE TTIICKNESS OF.B" I` I I d.'• v1' OUT ETINV=1757_ Is RCP
i+•': CIA)
�i'• 3QECCENTRIC - _ .k ...���..-........ __ r
SAFETY STEPSi 12'-PROVIDED W W'INCREMENTS
r`�• `<I} 12"THIN.)H.C.P �I �'1 TYPE IE CEMENT OR EQUAL,USED IN ALL SECTIONS. ( � 24° • o o
STEEL REINFORCED TO AS.TJA AND AAS.RT,O.SPEGS!0.12 SO.IR PER LIN.FT. ,
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—RISER SECTION ° 6-O 0° oLo { i
4; —�ry a I• 5 ..—----a WALL nfCKNESS a .• .. ? f
EEEp a I 75
S {: ` MONOLITHIC BASI=S - PLAN VIEW a I •, ', -; -
L _ __ _ ______ {
8"JJIN) �:_dI - - 1.�! !f —CONCRETE TO BE 4WD P.SJ.OR BETTER -CONSTRUCTION JOINT—
'i SUMP ---PIPE SHOWN IN OPENING PROVIDED
SECTION A—A
O r4apo'oc a` �raAAo_9'Pa.. Q c 6 GRAVEL BED .i'.
Qa a a0'oae W ��`=l?5�s:�tY•'�•.y.._-_�''�'
LFF?- OIL a GAS TRAP
TYPICAL CATCH BASIN SPECIFICATIONS {),) WILLtAMAG RBE BUILT INSUftCORDDR ACCORDANCE WITH DRAWING PREPARED BY
TYPICAL DRAIN MANHOLE SHEET It OF 11
(2,) CONCRETE TO RE 3500 P.S.I.
4t -
_ (3,) TRAP WALLS TO BE A MINIMUM OF 16"WIDE
{q) MANHOLE OPENINGS{3)SHALL BE 42" IN DIAMETER �
{5) ALL REINFORCEMENT RODS SHALL BE A MINIMUM OF 5/8"DIAMETER x"q'�Rylc°eR
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