HomeMy WebLinkAboutMarriot Residence Inn Plans 10ASPHALT OR CONCRETr r'"'"
SEE GRADING PLAN
THREADED CLEAN OUT PLUG,
3" BELOW PAVING
LONG SW
.. MANHOLE, FOR TRAFFIC
NIORO
A. CLEAN OUT LOCATIONS INDICATED ON GRADING & UiiLITY PLANS AS "CO"
B. PROVIDE CLEANOUTS AS SPECIFIED BELOW:
—ZURN Z-1400 CLEAN OUTS IN NON —TRAFFIC AREAS &SIDEWALKS
—ZURN Z-1449 CLEAN OUTS IN LANDSCAPED AREAS
—ZURN Z-1400 HD CLEAN OUTS IN TRAFFIC AREAS WITH A "SERVICE
STATION' TYPE MANHOLE, OPW #104 Al2 — DOVER CORP./DPW DN.
CLEANOUT DETAIL
NOT TO SCALE
FRAME AND COVER
SEE DETAIL LEFT. LETTERS
ON COVER TO READ "DRAIN"
6" ADS LENGTH AS REQUIRED \ �
STANDARD 6" 45' BEND
OR 6" WYE
FINISHED GRADE
x/�
STATION AND LENGTH
SHOWN ON PLANS TO THIS POINT
STORM SEWER CLEANOUT DETAIL
NOT TO SCALE
fr OR t2"
ONE #3 BAR HOOP FOR 6" HEIGHT
IWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
7-
1/2
TO BE LAID ON
UNDISTURBED EARTH OR
COMPACTED SELET MATERIAL
FLOW LINE ELEVATION SHOWN ON
PLANS TO THIS POINT
A
#3 BAR EACH CORNER
#3 BAR EACH SIDE
03 BAR EACH WAY
CONSTRUCTION NOTES AND DETAILS
SITE SPECIFIC DATA
RP, OVEC r NAME MA,RRIOT RFS,10FNC E INN
PR(k.rECT LOCATION REN TON, WA
S TROCTURE ID
TREATMENT REQUIRED
VOLUME BA SED (CF) FLOW BASEL) ('CFI)
.0
TREATMENT HGL AVAILABLE (FT)
PEAk( BYPASS REQUIRED (CFS) - IF APPLICABLE �- 07
RIFE DATA
t _>
MATERIAL I DIA -TER
INLET" PIPE a
J 1. 7,3
r' VC � ,:a
INL PIPE 2
OUTLET PIPE
30.40
PRETREATMENT
Ruts
80FIL TRATION � 1 I55 P,4R E
RIM ELEVATION
39. 90
T9. 90 39. 90
SURFACE LOAD
NOT KNOWN
NOT ikNOWA' NOT ANC N
FRAME & COVER
0JO, "
67) jo, u ,
WETLANVY014 VOLUME (CY) 4.84
WETLANDMEDIA DELIVERY METHOD TBD
ORIFICE' SIZE (DIA. INCHES) o 2.16
MAXIMUM PICK WEIGHT (LBS) TRD
NOTES:-
WRM L•
UNDERD"N
MANFFOLD
PRE—RL M?
Cr1RTRIDIG'E
INLET PIPE
Sff NOTES
PATENTED
PERIMETER
VOID AREA
PLAN VIEW
OUTLET PRE
Sff NOTES
NSTALLATION NOTES
1, CONTRACTOR AiCTOR TO RR DE ,ALL LABOR, �r00*PV1f_NT,, /.A1ERIAL.S° ,AND
I CIBENTAt: S RE00RED TO OFFLOAD ANa"a'INSTALL THE SYSTE-M AND �
APPURTENANCES IN AC'Cr DRDANt E WITH THIS DRAWING AND THE
MANUFACTURERS SI E tC It` ICA RON UNLE�55 OTHERWISE . STATE IN IVA-IS
MA,�r°`Cr'FAC� T`I� R,S CCINTRC OlCX1—ti.�71Cf5 ,......._...,.-,............. ..r.
'. I:Ir, T T MUST BE IN "TAL L ED '% LEVEL BASE A4ANlOFAC TVRER I
tE IN
THE RR,+'EC T ENCINEFR. CNTRAC TCR IS RESPONSIBLE TO VERIFY,� m:
�� t tl -
RRC IEC`T ENGINEERS RECOMMENDED BASF SPE-0FICATION5 t2 PI/O I
,� ..' i rIL !! S !` ! S'"` , ! d . -.. > g .>^. .-�. .wla �. �r�.a. .j'—pT�.. Ala..... ,,. „� •V' ,�
�.. ALL RJP S �I T BE FLUSH WITH A NS IDE .SURF 4�. E F C d ACR� _ =� �� W 1 9
(PIPES CANNOT INTRUDE BEYOND FLUSH), IN' FRT OF OUTFLOW PIPE � 12" Pam`
MUST BE FLUSH WITH DISCHARW CH 'BEE' F_L&9R: ALL CA PS
AROUND PIPES SHALL BE SEALED WATER T lOffT IT A NON-SHRI,,0( 6-_.,,� R+.��" .�._...6
CYROLIT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL.
MEET CAR ,-XCEEB REGIONAL PIPE CONNECTION STANDAIRBSa
140.11
4, CONTRACTOR TO SU L I- AND INSTALL ALL EXTERNAL CONN TINT ELEVA 80N VIEW
PIPES.
5 CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS,
MANHOLES, AND HAR HES_ CONTRACTOR TO C=` 'r)I.rT ALL MANH ELF S° AND
HATCHES TO MATCH FINISHED 8URFACE IUNLE SS SPECIFIED 0FHERW,4SF.
. DRIB' OFF SPRAY IRRi ATION' REr°Cd,'REff' ON ;ALL. C=NITS WIT VECETAT ION,
33ENERAL NOTES
I. MANUFACTURER TO PROVIDE ALL AMrERIAL,S UNLESS CFTH R 'I `L` NC EDi. rW PROOXr Rr J U4Y 8f PR PRIETARY ,AND CONFIDENTIAL:
ALL D1MENSiON , ELEVATIONS, , ,5RECIFIC I TIC NS ,AND CAP4 ITIE�, ,ARE SLR EO T TO r r W W51 W rr
`' � .,, ,�, _ . � �, n�� rat r�s ��r�€s: � � � .� �� �s
CHANGE. FOR PRCLL[-.T SPECIFIC DRAWINGS DETAILING EXACT D*ENSION WEICHTS - 7 �, 7 3�r Of 5 0S ANY
AND ACCESSORIES RLE1 k ' CONTACT MANCIFAC'TII,R xR, 8', 8K REArED WR �M'W Parr .4S f WPAWT 7TDV
PAtT"Nr5 OR QWR P4a N
NOTES
1. As an acceptable alternate to rebar, vrire mesh having a
minimum area of 0.12 square iruites per foot may be used.
V%re mesh shell not be placed in knockouts.
2. The knockout diameter shall not be greater than W.
Knockouts shall have a wall thickness of 2" minimum to
2.50 maximum.
3. The maximum depth from the finished grade to the pipe
invert shall be V
4. Frame and grate may be installed with flange down or cast
into a*s8tont section.
and
5. The precast base section may have a rounded floor
the walls may be sloped at a rate of 114 or steeper.
6. Opening shall be measured at the top of the precast base
section.
�b
0 Is
} /ORAL b�4
E"ES ALY 4 2tI05
CATCH BASIN TYPL 1 P
PARKING LOT C. S.
S'y`iNNIARR PLAN &16
BY
BY
r0I4 CIL
t
I
K LAAYER
TO PRE VVT
SCOURING
a
tom. t__
_T
TREATMENT FLOW I XFS ) 0,091
OPER4 TINC HEAD (FT�,
PRE TREA TV, ENT L OADINO RATE (OPMISFIti 0 8412
W'L t @LAND + ED14 LOADING RATE (GPUI SF) 0.5
MWS-L-8-8-V
N1 fie. R
O
T R FR BI FIL TRA TI N SYSTEM
STANDARD Ply DETAIL
IL
M.vut'YY��3.M�'�°1i•.iW4i1'YIYTe'• �4'�lij,�rW.'��1
"[ 102mm] `
MIN.
17"[432mm]
12"
[305mm]
INVERT
Z-874-12—SECTION
C
4"[ 102mm]
MIN.
6" SD
DETAIL A
PERMA TRENCH Z874-12
12" TRENCH DRAIN
NOT TO SCALE
WITH DGE/DGF GRATE (H-20 LOADING)
CHE<XM FOR COIuPUN CE
TO (M STAMAFM
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SIDEWALK OR
ENTRY AC(
CLASS "B" CEMENT
CONCRETE CLASS "B" CEMENT
CONCRETE
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1
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12 DIA
FIBRE JOINT PACKING SUBGRADE
CLEANOUT
CLEANOUT BLOCKING DETAIL
NOTTO SCALE
4" DOWNSPOUT TO BE
CONNECTED TO PVC
ROOF DRAIN
4" X 4" WYE FOR 4" PVC
CLEAN OUT
V I
I I
EXTERIOR WALL OF BUILDING
4" DOWNSPOUT
�— SEE ARCH. PLANS
�— PVC REMOVABLE PLUG
15" X 15" X 8" CONCRETE SLAB
(CLASS A) WITH 1 /2" FIBER EXPANSION
MATERIAL TO BE USED IN GRASS AREAS
PROPOSED FINISH GRADE
6" MIN. CONCRETE PAVEMENT OR GRASS
3 —0
MIN.
PVC ROOF DRAIN LINE
SEE PLAN FOR LOCATION AND SIZE—�—
2-45' ELL
STORM DRAINAGE CONTRACTOR
SHALL EXTEND PIPE UP ALONG
THE FOOTING TO BOOT REDUCER.
DOWNSPOUT W/ CLEANOUT
NOT TO SCALE
1:48 MAX. SLOPE
TO PRIMARY ACCESSIBLE
BUILDING ENTRANCE
I
RAMP TEXTURED BY IMPRINT
GRID
6'
DETECTABLE WARNING
NOTE: 1:48 SLOPE CORRESPONDS TO 2% SLOPE
ON SITE GRADING PLANS.
ACCESSIBLE ROUTE OF TRAVEL SHALL BE
BORDERED BY 36" WIDE (MIN.) SLOPE NOT
TO EXCEED 1:48. VERTICAL OBSTRUCTIONS
IN THIS ZONE SHALL NOT EXCEED 1 /2" HT.
MINIMUM EXTERIOR RAMP WIDTH IS 44"
REFER TO SITE PLAN FOR RAMP WIDTHS
NOTED OTHERWISE,
ADA CURB RAMP/CROSSWALK
NOT TO SCALE
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