HomeMy WebLinkAboutC201 SITE DETAILS10 1 9 1 8 1 r 1 6 1 5 1 4 1 3 1 2 1 1
GENERAL NOTES: BA9 %46%=fA99 %YN%
0.y %mmymm
5%m•Mmum
Oj Tnne dimewioneambes meSF. wm •r - - SIDE OyW
IggM They shall Ee pmpmNo mju I e Rova•i-0IM.54Y ]-0 Re Ter cum nel 6 @'
na_Y N®IeyWIeE.
.MeSmIeSNxw WmpMkcwM O3 1Mem Wm IntellI
urotruHan MWNM
Vetlu]n
b Ow MM shnwn, such wNlh may � 0.P-1R aroW11%
moawed to a minimum 034 CHANGE OF GRADE
30 Tremnemed,reerlhewmmmpwllbe
r r a•
S wall me "a of adla®m pmaemmN epmmpNlMn
wa '
Nmer line. TRUNCATED DOMES USED a
4Q Laalry area aOe mpMam remm<hen IN DETECTABLE WARNINGS All
him maWmem awe cape of IIn am DETAILOF RAMP GROOVES
dimmon. Kten see Inhesmi4 p b
LneilOslopemw Imenydi n.ma
slope Perperalwlar mn" wmrem MMI na BW W am Imam
em 501. Debtb(evMline OYSIMb IaW ieNYmMm
N�w''Q! Saps lt:l 5 Gono•b
wnsbumm m ���
IrMredth
predumf b knos and
NePA
mewam Varied melimump maybe
PAVEMENr
his(
m3'L minimum.w rvrvYn9 RAMP
u W3R
akp mnR mayb m 1
e d
M
mumam
. nmdmum o11o:1n.Imanuneln.11r
=81n.
881 i
H"preYmmpimfllsr B' q
0. DIN( lnwb shwa ma uphillAvn
O.b waem R.awrnpuml. aM. Pmn RAMP AND BRICK SURFACE CONSTRUCTION DETAIL
Gtlerel.
T. saa$enmm Dl ME604.SNCR-12M
®18'IIRPOaedx
m names aderrelMa. PAVEAIBlrA
brecelkienminpmdebelwemuepw pa oFVARlxExr or TRAxsvaxrnnox
*�g
wm ramp and me 9mbr steal W lmadmIxouxA
men tt%. Nh ie rot premnl, e2LwHM SIDEWALKCURBRAMPSM.ti
strip shall W moWdad. See des lmew Cmm cliGENERAL NOTES S DETAILS
eepmNd bpm lan9 II�E �R2005
dMNG
x
9. Milsnun mmmmerm]wam Wwm nmpW 4'-0. du NO m40WCRdE
"Ar-0 9T50 4= �
i
ALTERNATE CURB CONSTRLCTION ?jKv am
Z
GO
CURB PER DETMIS 10-10 THROUGH 10-13 AND 10-19
D
DISPAVEMENT TO BE SAWCUT
INGCLE
C
AND INOF
AND CLEAN OF DEBRIS NIO LOGY
CIDCID
ASPHALT BEFORE INSTALLINGCON
AN a• a1CLA55
L
.�f.r b • rA•.:
ZR.
..!.
ti
I
O
33
12• MIN
m
INSTALLING CURB ADJACENT TO EXIS77NG PAVEMENT
NO SCALE
IM1TEs
NIEIXUL CURB i CONCRETE PAMNENT SHALL BE SIMILAR SHAPE
m
O
CURE ALL EXPOSED OUTEADS
Z
O
CONTRACTION .XNIS SHALL BE TO AGO OR SAKN N CONTINUOUSLY POURED ORBS To A MINIMUM DEPTH OF 1/2'
Ln
DANPw OUBORADE BEFORE RACING CONCRETE
COIIINR JONIS MY 5 MAMMON ON RADII OIHERNY MY 10' MAXIMUM. PREFOIMED EWP M JOINTS EVERY 5O MAgIUM
N
NO BACKRWNG OR COMPAC1lON MAY MR 12' R1ON CURB UNTIL 5 DILL DAYS HAYS PASSED APTER RACING CONCRETE
A D
ICI
D p
EMSmG UNDRDRNN AND FlL1ER FABRIC ANT SIOIE DRNMGE FRIEIIPE 91I11 BE FRESRYID
ZQ
USE FIO'ARL AND CONCRETE CAP TO INSTALL ASPHALT PER STREET CUT DETAIL 10-20
O
S ILL CONFORM M OTYS CONCRETE CURB POLICY N ALL RESPECTS
Be
NOTES:
OB
88 B�relwm OrewlMeW.BNCRM
®+
® �i
QRw%IWmDreAwq
Wl-SNCRL2
vy
rwarlM mlmamW.bMw.milMe.
w 05
s» M.4wm Dmw;M 6044PACR-02
4y, g
'�•
arMmnra.b mnm.van.
�p� E IS
�@t 1D.
saeswawd DmrirN SMSNCRLI
aM-@bLwaBm PNn.Ia
1�I
GerelelNdnrw{ectlrety.
if.
�swaYm Dre ao4sweA-0z
� ^
br Mpkel lenpansmxlbndWMl.
L► D
DISPOSED I= .,. Or
SECTION ELB
O AweSECTION Al
O �
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and meal Codes
City Of Camped
�VT�VY�OxVAIOML
DATE: \ 02/28/19
9
8
(i
W nr�j
Z
m �
o �
n
c �
m �
D
Z
v IYrJ
c) �
Lo
C
A Z
TO a
TOO
CO
MIT
PREFORMED JOINT FILLER
m
TRAM AP E T
0
m
rc
m
m
TRANSVERSE JOINT
In'
PREFORMED JOINT FULLER
B'CONCRETE
4-w53 AGGREGATE
SIDEWALK SECTION
— DRIVEWAY CROSSING
24•
INTEGRAL WALK
AND CURB DETAIL
(NO SCALE)
CONCRETESTOOP
(NO SCALE)
2V
1'
TOP OF CURB B'STANDIN�" 3'-0'
SO MAXIMUM CURB TAPER END OF CURB
PAVEMENT
SECTION VIEW
•�PAVEI ..
TRANSVERSE EXPANSION JOINI BOTTOM A'STANDING CURB (-FDIC OF CURB
TRANSVERSE CONTRACTION JOINTS OF CURB ���
NOT MAXIMUM TRANSVERSE CONTRACTION JOINT DISTANCE 10 FEET
FOR TANGENT SECTIONS AND 5 FEE FOR RADIUS SECTIONS.
CURB JOINT DETAIL PLAN VIEW
(NO SCALE)
CURB TAPER DETAIL
NOTE: (NO SCALE)
ALL BEDDING S INITIAL SAGHFILL SHALL BE INSTALLED IN HE TO 12- BALANCED LIFTS A MIN. 9' CLEARANCE SHALL BE
PROVIDED ON EACH SIDE OF THE INSTALLED PIPE
GREATER THAN 5'(1)
LESS THAN 5 (2)
7OF III
MIN. B' TOPSOIL TO ENSURE
GRASS GRENTOWTH IF NOT UNDER
PAVEM
w ® 4
EDGE PAVEMENT,
ts5 ec4 tr (MNJ 1(2)
CURB,GUTTER OR
SIMILAR STRUCTURE IN
THE PUBLIC
B-BORROW OR EQUIV.
S'CONCRETE
RIGHT-OF-WAY
•p NULAR MATERIAL
COMPACTED T095%
(I) REGULAR BAGIffILL
STANDARD PROCTOR DENSITY
i_
4'N53AGGREGATE
ri
U BC=OTSIDE DIAMETER
D =INSIDE DIAMETER
M=DEPTH BEDDING
MATERIAL BELOW PIPE
!01
Be
le CRUSHED STONE OR
APPROVED EQUIVALENT
FF
� p
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
MY
TYPICAL BEDDING
SECTION — PVC & HDPE
(NO SCALE)
USE IN FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS
COMBINED CURB AND GUTTER TYPE III
NO SGLE
NOTES NYCRAL CURB MTH CONCRETE PAVEMENT SHALL BE SIMILAR SHARE
CUTE NL EXP03D SURFACES
COUIRACTIOIJ JOINTS SHALL BE 1001ID CIR SAMED N CONTINUOUSLY POURED CURBS TO A MINNM DPIH BE I/Y
DAMPEN SLBWADE BEFORE PLACING CONCRETE
001111101. JOINTS MY 5' MAXIMUM ON RADI OTHERWISE EVERY 10' MAGIUM. PRETOMED EXPANSION JOINT EVERY 50P MAXIMUM.
NO SMIX NG OR COMPACTION MAY OCCUR 12' MOM WN UNX 5 DILL DAYS HAYS PASSED AREA RACNG CONCRETE
SHALL CONFORM M OTYS C MM CURB PWCY IN ALL RESPECTS
24•
N/dA3MNY
UK DIMENSIONS FOR LOCAL ROADS ONLY
24•
2• RADIUS
SCOPE 1/4-A
CLASS
114E IR IGIV NIIIN JI3I oIfflW a 9"I
COMBINED CURB AND GUTTER TYPE llI
NO SCALE
NOTES: IN EGRUM CURS INTH CONCRETE PAVEMENT SHNL BE SIMILAR SHAPE
ME ALL EXPOSED SURFACES
COMMOTION Jol SHALL BE TOOLED OR SAMD IN CONNNUWYY FgIRE) ONES To A MINIMUM DEPTH OF 1/2•
DAMPEN SUBCRAD YFCfl PLACING CONCRETE
COUTRLL JOINTS EVERY 5' MAXIMUM ON RADII OTHERMY EVERY 1O MAXIMUM. PNSO M EXPANSION JOINT MY 5E MAXIMUM.
NO BACI(RWNG OR COMPACTION MAY OCCUR 12' FROJ CUN UNTIL 5 DILL DAYS HAYS PASSED AFTER FLOODING CONCRETE
SHALL CONFORM TO mYS CONCRETE CURB PWCY IN ALL RE4EECTS
5
5
la'
PREFORMED JOINT FILLER
m
TRANSVERSE JOINT
w
3w
z
KID
TRANSVERSE I
112-
PREFORMED JOINT FILLER
1.5'- N11 H.A.C. SURFACE
2.5'-N.AC. N8 BINDER
6-463AGGREGAM
COMPACTED SUBGRADE MAY REQUIRE TREATMENT
BEFORE PAVING
STANDARD DUTY ASPHALT PAVING SECTION
T' FIBER ADDITIVE
f REINFORCED GANG.
4'-N53 STONE
COMPACTED SUBGRADE MAY REQUIRE TREATMENT
BEFORE PAVING
CONCRETE PAVING SECTION
NOTE: CONCRETE APRON AND CASTING SHALL BE
z
INSTALLED SO THAT THEY DO HOT
MINIMUM 10 CLEARANCE MOM
TACT ME
OONj THE LATER& OR LATERAL CAP.
CAP TO BDITOM OF CASTING
R EAST OCR
III P C CAP
v NCRETE
S
•F
CONCRETE
-SEMR
oofof
J40#53AGGREGATE
(a STORE BELOWER
TO /
APRONPREVENT
SETTLING. EXTEND TO
T 1 rICAL
SIDEWALK SECTION
(NO SCALE)
INLET. GASKETED HELL-SDRS5PVC
.. - i... ID Cast Urn
_ e.,
. rI
useun
mwdv mm in. Korea nalzato mmad Wisdom
vc amnia.: a. All all PDR-is G..,.w e.1
aftopter carreated "nnan'mlr rn p,.ad te e ea -pad 607
il
ed In xadamd
saz a same W •r-.optm
na.e Caaeco
Rma
mrav 1. z4 da. x zTs s• .1a. To, >a Sam.. vwstmp
FAA an dm Tw= sm Sta�.Yva RRealTLwm,
are sPs- Ie Tswre 3d4Nunn
nd wal amT
sdnew sheo-R
reAll C-oll-Tif Ylie PoWshmarre
4 alm re lm. o 44' No. ToD nn me SUs.
TagS.er Mom
(Si ad,, nowt me atalecet
None mle ma. vamendd, ma. xa R-,zm-a
i
Type "F" Model "H"
SEALTITE TEE a Gravity Sewer Saddle (with Alignment Flange)
pwc.xo
THE
GENERAL
ENGINEERING
COMPANY
14 11
P.O. BOX 3D9, Fie WdMD 21705-0008
LF-HI
(301)663-9282 • (800)345-6454 • FAX: (301) 6955612
4
3
F�\D A CC
O pEctsiFRF''g
No.
Wo 19300219 �PAW
E 70 Y
0e, 1TAFE RYP�V
p Ill E
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
Schneider TYPE 2 CLEANOUT DETAIL
2
O
�
W
N N
p
ROD
C O
°1
as
d 9N
an
G
O V
a
b V h
p m
4 r0 GD
j
U
a u
so r�I M
3
zFJ
G1
a�a
Goan
-
_
r a
o-.
'3
M W M
6
W
^�'
W
c
mU
�
1
r�
W
0
W
ca
z
4
�
T
U
.E
z
4
-p
J
as
3
m
'^
s R
a 's
3
z
y
a
S
0
a
!Ti
a
JWFFEK. SRINSFN V.P_1020019'
ICI
.--I
I-.4
0
0
o
w
1
J \
�/
Q
IFeelt0
H
U
Pea
w
A
C�/1
(all) lu
W
c)
U
lZ N
Call
O L
O
Iz
i
W <
N
U
R
ac
•
O
W
Z
C
w
DO
Knowwhars below.
a
Cain before you dig.
SHEET No.
Within 0-3o call
or 800382-5
C
er, 24
T4 Hands ter. o Cana weex
J
Om sTMEc ww 8-1-26
11 1 Inr.
TOExcevAWITHOUT NOTIFFING THE NLOCATI
p�JECT NO.
IiBEFORE`E Ted) COMMENC'NCwaRK
W16.0606