HomeMy WebLinkAboutTED4001425.7�EVI51Dn5 ADDED DTL.
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ALL TE5TIM; VALVES
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D•• - ,•.a•• LONG
LONG•
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InSTALL L�ALVAr11ZED (DKCALi( lVIP0�7 fAOi
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6 6.•p. `�`
PLAN
LADDEK FOR ACCE55
ELEVATION
SPRINKLER VAULT (DOUBLE CHECK VALVE ASSEMBLY)
1
CB 13A,W/24" 0 SOLID,
LOCKING COVER PER LADDER
APWA STD. PLAN RUNGS
RIM = 31.84
STD. GALV. LADDER
RUNGS PER APWArt
_STANDARD PLAN I _ 12" CMPINLET
HIII
_La
OVERFLOW
ELEV = 30.00
STRAP TO WALL
2' MIN. 12" CMP RISER
ORIFICE CONTROL 12" CMP
12"CMP a DEVICE OUTLET
INV= 27.15 2' MIN. 12" CMP
f .
INV =27.15 PLAN VIEW
2'MIN. T Y I E
ORIFICE ELEV.
a ; •:<. I WELDED 12 GAUGE BOTTOM
- I_ - II PLATE W/ ? /�O HOLE
II DRILLED IN PLATE.
BOTTOM ELEV=?3.15
CATCHBASIN W/ORIFICE CONTROL DEVICE
I Ib' (x 9' IJIDE) f'ARKM _ I _ IZ' DRII)M LnnL
8'- LD" WIDE) COMPACT
SEE DETAIL# IZ, 5HELT C-8 FOR ECC
MUM SECTIOn
MEW MVInG
--
Jlli sll ITfgpll
11��11 _I,Ir
EXISTING
GRADE
f'IEkI
I
F NISHED GRADE
nE�l PQVIM
-111=1�--INl-1ul
-IIII=
EXI5TING PAVING
- NEIJ I'I OVERLAY
(ExISTING -SIDE)
31
2 I Dfj U 11n LM E
CARPORT
---- fmD CEnT15LInE
CROSS SECTION A -A
CROSS SECTION C-Colo S
( g
0.75" DIA. FRAME
ANCHOR STRIP TYPICAL
VIEW "A'
0.5" GALV. OR
NON -CORROSIVE 4 EA. 0.25 x2"x STRIPS
BOLTS AND NUTS WELD TO 0.75 DIA. FRAME
SPACE UNIFORMLY
MAX. 3" SPACING
0. 25"x 2" x 5" STRIPS
0.75 DIA. FRAME PIPE O A /
0.75" DIA.
FLOW 45°
O
ENDS TO BE WELDED
TO 0.75" DIA. FRAME
ALL STEEL PARTS MUST BE
GALVANIZED AND ASPHALT COATED.
(TREATMENT I OR BETTER),
TRASH RACK
It' (x 9' WIDE) f 01RKl%
LD' (x �'-Lo" 01Dr-) COMPACT
CQf�MfiT
POOL DICK
ELEV0D11= 71.0
71.0
1jj ZI
-,iN-,
Ili
J
7Enn15 COURT --
FEnCE --
5
b0.0
7q .0
Ilf _Ili �1 I�� IIL=1111y11U-Ill -=.III. IIII
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MJ f�C_QE Y , 5LE.
11
DETAIL*- 5; TN15 5HEET
79.0
� �llll
L1=1u I
11J=
IIf�III�it 11=�11✓=111�T
IfI�IIILIII�III��I�III IIII
IIIII -
CROSS SECTION D-D
s=1.0%
Z31WIDEX701011L, POnD BOTTOM
PROVIDE TRA5H RACK
Ef7D of IV CMP
I I FKEMOARD
2 I De51�1` 1 DEPTri
Inv= Z7.30
5LE IZ"CMP 5=0,0100
I F1 V. 27.15
PERMANENT DETENTION POND
2:1 MAXIMUM SLOPE FOR
WHERE REQUIRED BY SOILS
DENSE UNDISTURBED
I
2p
ENGINEER COMPACT THE ACTIVE
SOILS ONLY
1=
WEDGE (450 FROM BOTTOM OF
IIII-IIII
ROCKERY)TO 95%,ASTM-D-1557-70
_N
I(MAX)
IIIIIIII
WITH GRANULAR PIT RUN MATERIAL
az
a.a
n 6
FILTER ROCK(SEE NOTE RIGHT)
Z)
_jL)
JO
o0
Q X
4" DIA. PERFORATED PV.C. PIPE FULL
IIIIIII
III=_
LENGTH OF
AGRADE)TE
a
Y
DAYL GHT TOOFINISHED
f
U
0
°
co
0 111
/
Z
II
3
of
10. °
/
450
J
__III _= III_11I��u
Nz II III=
TIGHTLINE TO STORM
=k= SYSTEM AS REQUIRED
17m
2r d FLR.
MID UITRY
i� FLR.
�IEkJ STEPS
XID RAILING(
EXISTING FOUhDATIOM
NEWS GUARD RAIL - SEE
PAVING-� DETAIL* THIS 5HEET
2 (MAX.)
I I
1 I
ROCKERY
r- CC)' 13R, TYPE -54"b W�
ORIFICE COr1TROL DEVICE.
5EE DTL.#3,TH15 SHEET
RIM-31.84
�0.00 U. W ELE
EX15T INLI Ir ILET# 13
REMOVE ArID REPLACE
ki/I7EW TYPE I- Cb
51M = Z7.93 �
111V. EX. 8" = Z5.79 (W)
IN EX. 8" = Z5.53(E)
INV new IZ" = 25.53 (E 4 W)
DETAILS
45Lr IZI'CMP 5=0031o0
-117V= Z7.15 c�
[IV = Z5.15 REMOVE Ex15TIr1l 8'ICMP
REPLACE W/ I GMP
NOTE:
FILTER ROCK BEHIND ROCKERY SHALL CONSIST OF CRUSHED ANGULAR ROCK WITH 3" MAXIMUM
SIZE. FILTER LAYER SHOULD BE NO GREATER THAN 12" IN THICKNESS. 4" F1IN. PERF.
PVC BEHIND ROCKERY.
DEFINITION
4 MAN ROCK = 3000# - 3400k
6 MAN ROCK = 4200# - 4800k
GENERAL NOTES
1. THE FACE OF THE ROCKERY WALL SHALL BE INSTALLED WITH A SMOOTH FACE.
2. THE LONG DIMENSION OF THE ROCKS SHALL EXTEND INTO THE EARTH TO PROVIDE
MAXIMUM STABILITY.
3. THE ROCK SHALL BE PLACED SO AS TO LOCK INTO 2 ROCKS IN THE LOWER TIER.
4. CALL FOR INSPECTION PRIOR TO BASE COURSE BEING PLACED (FOR VERFICATION OF
ROCKERY HEIGHT, FOUNDATION MATERIAL, AND ROCK SIZE).
5. THE ROCKS SHALL BE HARD, SOUND, DURABLE, FREE OF SEAMS AND CRACKS AND CUT IN
CUBICAL SHAPES. ROCK DENSITY SHOULD BE MINIMUM OF 165n/CFS.
CAR PORT rO5T5
-NEIJ PAVING
EXISTING GRADE/ROCKERY
CROSS SECTION B-B
�EkJ PAVING
(
EXISTING PAVING TO -�
bE REMOVED DRIVE
6/4'; B
A
I4 2„ 41- III/44 , -
61/8,1
p 121/2 ` 3/8" DIA. HOLE
C LAP 12i/4' • I IIIIiIr OPTIONAL
Is 0
3 3/8„ 61/8 ,
TOP VIEW SIDE VIEW
DESIGN A OR B
i
7xi DIA. HOLE(TYP.)
-� -GROUND
LINE
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PROJECT NO
67-07
DRAWN BY
DJ W
ISSUE OATE
4-97-87
LATEST REV
8- [o -87 _
5EE UJ 15HIHQT0l7 STATE DEPQRTMEnT
TYPE 1 a 8 OF TRQn5P0RTATIOh 57Ar1DARD PLAr15
*C- I � C-7 FOR MORE VfORMQTIOM
9 CROSS SECTION E-E 10 GUARD RAIL DETAIL
UI
PACIFIC
FINISHED GRADE
_ 41
EXISTING GRADE - J �' '�- -
I' MIn. DEPTH
COnVEYXCE 51JALE
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