HomeMy WebLinkAboutDrawingsML I HL 1—t�U�i l UK
-
WITH OPTIONAL WERE MESH
,
rlrtulvt. GUN lAC I HOUSTON i;
AREA MANAGER, 591
-
,3122; -AT: LEAST
WOODEN STAKE AS
M I N I M U. M 12 SHALL BE FULL`
REQUIREMENT'S. R TRENCH SAFETY
48 HOURS BEFORE ANY CONSTRUCTION NEAR PIPELINE BEGINS.
- ,
REQUIRED- TO MAINTAIN:-
WIDTH.
D H F
0 SITE N
E T AN
ENTRANCE
_ _
I
s: rH E coNrw,croR SHALL HALL REMOVE THE EROSION: CO
CONTROL MEASURES ONCE GRASS IS ESTABLISHED.
:RUNOFF. TH P
E ROTECTION ALLOWS S EDIMENT TO SETTLE. PRIOR TO DISCHARGE INTO.
A STORM DRAIN I
N INLET
-
o MIN.
I
SPACED 6 APART"
OF CAT CH BA SIN. GRAVEL BA GS SHALL BE UV RESISTANT.: AND MUST NOT DEGRADE:
DUE TO ATMOSPHERIC
_
D
DRESS W
WITH A
ADDITIONAL.
NAL.. STONE.
i a. INLET LET PRO rEcno N TO E INSTALLED LLED AT ALL PROPOSED AND
IXIsnN G N
I Lens A DJACENr TO THE PROJECT SITE.
CONDITIONS.:
GRAVEL BAGS SHALL BE REPLACED' UPON FIRST SI GN OF DETERIORATION, GRAVEL BAGS SH -ALL
8 OF FILTER FABRIC. TO
11. THE CONTRACTOR SHALL:. REMOVE THE EXISTING roPsolL AND'"
_
STOCKPILE FOR" REUSE. FROM ALLAREAS OF
BE INSTALLED' & MO
- MONITORED THROUGHOUT
OUGHOUT THE. PROJECT. UPON INSTALLATION
ELATION OF AN
INLET:
EXT N
END INTO A.TRENCH
G EOTEXTILE
�
co NsrRucnoN.
_
m ,.
GRAVEL BAGS TO, BE FILLED WITH. CLEAN 3 4 OR LESS
E GRAVEL.
ANDBE ANCHORED. WITH
F AERIC
:``ADJACENT
FROM - TRACKING MUD ONTO
P,
PUBLIC STREETS::-
2. THIS PROPERTY IS IN THE SPRING
1CREEK IMPACT: FEE AREA.
r _
COMPACTED: BACKFILL
CONSTRUCTION NOTES:
iN
STOPU DINLETPROTECTION
F FLOW
TION 0 _
DIREr._..r• -
_:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
EXACT LOCATION Of ALL EXISTING UNDERGROUND.
X.T.S.
-C STRL CT IOV
EMIT SILT _ CONTROL
_
UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48. HOURS:
IN "ADVANCE. OF CONSTRUCTION: IS REQUIRED...
4
DIG TEss. (800)'344-8377:
i
4 Fes—
ATMOS ENERGY: 979 774- 506
( ) 2
.SUDDEN LINK COMMUNICATIONS:_
.. (979)` 595 2429
VERIZON. 979 821-4770
..
20
,- ,.
ALLOW 2.5 TO 5 AT TOE OF -
EXPLORER PIPELINE: 877 -
( ) 915 7473..
r
4"X4" MIN: TRENCH
SLOPE FOR SEDIMENT TO
_
2. EXPLORER's AREA OFFICE SHALL. RECEIVE NOTICE VIA A ONE-CALL
(DIAL 811 AT !.EAST FORTY-EIGHT. '
) (48) HOUR IN
ACCUMULATE. ALIGN FENCE-
ADVANCE OF THE COMMENCEMENT 0 ".
F ANY CONSTRUCTION OVER
THE: EASEMENT.' IN ORDER THAT: A " FIELD
-SILT FE,'VCE ASSEMBLY
ALONG- SLOPE CONTQURS. -
_
` .
REPRESENTATIVE OF EXPLORER MAY BE PRESENT AT SUCH
EMERGENCY lI� E CITY SHALL NOTIFY EXPLORERS AREA OFFICE.
-
TIME, .PROVIDED; - HOWEVER, '
.THAT IN THE -EVENT OF AN
NO LATER THAN TEN (10) DAYS AFTER THE LAST DAY
-
of THE. EM ERGENCY. ALONG WITH INFORMATION THAT :DESCRIBES
THE .CIRCUMSTANCES-: Of THE EMERGENCY. AN:
.:.
N.T.S.
-
-
EMERGENCY IS DEFINED AS SUDDEN
DEN UNFORESEEABLE DAMAGE
,
OR MALFUNCTION OF A: PORTION THE IMPROVEMENTS
THAT CREATE A THREAT TO. LIFE HEALTH OR PROPERTY: DEVELOPER -SHALL CO NTACT EXPLORERS REPRESENTATIVE AT
:.
THE OFFICE INDICATED BELOW:
MR. RICK WRIGHT
_
-
HOUSTON AREA MANAGER
-., ."
15003 MOORE 120AD; ROUTE 25
.HOUSTON
_
rExas 77049
s( _ t8) 591 3122-
3: ITTHE
IS TH E RESPONSIBILITY OF THE CON T -
TRAC OR TO USE W
PREVENT SEDIMENT FROM. LEAVING THE .PROJECT SITE. THIS .INCLUDES
TEVER` MEANS' NECESSARY TO MINIMIZE EROSION AND ,
THE INSTALLATION OF A CONSTI3UCnON EXIT AND
SILT FENCE AS NECESSARY,
GRAVEL BAG
>_.
4. THE CONTRACTOR" IS'RESPONSI BLE FOR INSPECTING AND
NTAINING THE EROSION -AND SEDIMENT CONTROL DEVICES.
INSPECTIONS. SHALL BE DONE EVERY 14 DAYS AND AFTER""
EVERY
RAINFALL EVENT OF 1 2 OR MORE.
GRA -VEL BAG
.CONTRACTOR. SHALL REMOVE ALL MUD DEPOSITED. ON THE ADJACENT
STREETS AS A -RESULT Of. THE CONSTRUCTION OF
CT.;rHls PROJECT.' _
,
�.
_
6" MIN: DEPTH STONE VARIES
_ (ASTM D448, 3" TO
5' DIAMETER)
5. THE CONTRALTO R IS REQUIRED:TO MAINTAIN THE TPDES:GENERAL
CONSTRUCTION SITES.
-
PERMIT N0: TXR. "T
i 50000 REQUIREMENTS FOR
E
OVER 100
TO
.. "
GEOTEXTILE. FABRIC 5
� �
6. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE. DISTURB
ED AREAS AFTER CONSTRUCTION IS. COMPLETE. BY _ ".
-
,:..
WITH SAME SQUARE
�� U
HYDROMULCHING;AND S EEDING ALL DISTURBED AREAS
FOOTAGE.
I
l�
7. ALL CONSTRUCTION: 0 SHALL BE IN ACCORDANCE. WITH THE 2012
CITY" OF BRYAN CO
BRYAN/COLLEGE STATION RD
:.
-
SPECIFICATIONS
0 S AND DETAILS: FOR WATER, _SEWER,. STREETS.
SIDEWALKS AND DRAINAGE. ALL CONSTRUCTION° SHALL BE
RUC110
COORDINATED WITH THE CITY ENGINEER'S OFFICE.
I,
NOTE:
EXISTING G STREET'
Z---�'`
,
8: THE CONSTRUCTION SHALL C OMPLY WI TH OSHA STANDARD 29
CFR PART: 19 26 SUBPART.P-'FO
M I N I M U. M 12 SHALL BE FULL`
REQUIREMENT'S. R TRENCH SAFETY
T
TEMPORARY DEVICES CES R
A OUND` STORM DRAINS ARE DETAIN AND OR FILTER
SEDIMENT—
SEDIMENT LADEN
,
WIDTH.
D H F
0 SITE N
E T AN
ENTRANCE
_ _
I
s: rH E coNrw,croR SHALL HALL REMOVE THE EROSION: CO
CONTROL MEASURES ONCE GRASS IS ESTABLISHED.
:RUNOFF. TH P
E ROTECTION ALLOWS S EDIMENT TO SETTLE. PRIOR TO DISCHARGE INTO.
A STORM DRAIN I
N INLET
-
o MIN.
NOTE.
OF CAT CH BA SIN. GRAVEL BA GS SHALL BE UV RESISTANT.: AND MUST NOT DEGRADE:
DUE TO ATMOSPHERIC
_
D
DRESS W
WITH A
ADDITIONAL.
NAL.. STONE.
i a. INLET LET PRO rEcno N TO E INSTALLED LLED AT ALL PROPOSED AND
IXIsnN G N
I Lens A DJACENr TO THE PROJECT SITE.
CONDITIONS.:
GRAVEL BAGS SHALL BE REPLACED' UPON FIRST SI GN OF DETERIORATION, GRAVEL BAGS SH -ALL
AS NEEDED. STONE IS T
TO
11. THE CONTRACTOR SHALL:. REMOVE THE EXISTING roPsolL AND'"
_
STOCKPILE FOR" REUSE. FROM ALLAREAS OF
BE INSTALLED' & MO
- MONITORED THROUGHOUT
OUGHOUT THE. PROJECT. UPON INSTALLATION
ELATION OF AN
INLET:
G EOTEXTILE
MAIN..
MAINTAINED SO AS TO PREVENT
co NsrRucnoN.
_
m ,.
GRAVEL BAGS TO, BE FILLED WITH. CLEAN 3 4 OR LESS
E GRAVEL.
F AERIC
:``ADJACENT
FROM - TRACKING MUD ONTO
P,
PUBLIC STREETS::-
2. THIS PROPERTY IS IN THE SPRING
1CREEK IMPACT: FEE AREA.
r _
S UBGRADE
SECTfON 3 d
iN
STOPU DINLETPROTECTION
,
X.T.S.
-C STRL CT IOV
EMIT SILT _ CONTROL
N.T.S.
-1 E hg i necering
�LLC
2730 Longrrtire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
-
SURVEYED- DESIGNED DRAWN- APPROVED JOB NO. DATE
MARK REVISION BY DATE.
KERB JPS- RCF JPS
13-257
FEBRUARY 203
40 20 0 _ 40
SCALE IN
(-
C LE FEET 2+0
a " 6
352
� �®■iiii`'e
SURVEYED
DESIGNED >
DRAWN
APPROVED
JOB NO.
Alignment Data: WS PHILLIPS
KERR '
JPS
RCF
JPS
Number
Start Station
End Station
Length
Line/Chord Direction
rRadius Delta DOC Mid Ord I
Tangent ;Start Northing
Start Easting-
End Northing
End Easting
Lt
-0+15.86 .
0+45.84
61.70
S48' 12' 30'E
10186345.34
3569515.26
10186304.23
3569561.26
C1
0+45.84
3+21.45
275.62
S35' 31' 27'E,
622.50 025'22'06.' 009.2041 15.19
140.11 10186304.23
3569561.26
10186081.73
3569720.10
C2
3+21.45 71
6+19.66 -
298.20
S35' 26' 57'E
677.50 025'13'07' 008.4569 16.34
151.56 10186081.73
3569720.10
10185840.77
3569891:66
L2
6+19.66
6+50.00
1 30135.
S48' 03' 31'E
10185840.77
1 3569891.66
1 10185820.49
3569914.23
40 20 0 _ 40
SCALE IN
(-
C LE FEET 2+0
a " 6
352
� �®■iiii`'e
SURVEYED
DESIGNED >
DRAWN
APPROVED
JOB NO.
DATE
KERR '
JPS
RCF
JPS
13-257
FEBRUARY 201'3 J.
II
D
6 - MIN ..
CURB
TYPICAL TOIT'T' Rz R FTNFn R CF,V., FN -P ' T . A -VnT T -r
- 40'� 1
40'
V
Q
16 UTILITY 14
14r�
16 UTILITY
EASEMENT
SEE NOTE 12
12'
w.
EASEMENT
L.
w
f EE OT _
S N
E1
}
RESIDENTIAL
COLLECTOR
SECTION
SECTION
PAVEMENT:
24
3 0
WIDTH -
R.O.WWIDTH
70
100
- 40'� 1
40'
V
Q
16 UTILITY 14
14r�
16 UTILITY
EASEMENT
SEE NOTE 12
12'
w.
EASEMENT
L.
w
f EE OT _
S N
E1
}
-
... ..._.. ._ �... ...
WOODEN AS ;
TTI II I VI IIVI\n,.. TTII\L IVIt-JI I- -.
•to nvVKJ OCI"VKt HNT _I.VNJ KUt,ll
A UN NtAK, I'INtLINt
tit(�INb. ,.
-PRQ ERTYBOUNDARY
_
REQUIRED IRED 0
E Q T MAINTAIN:.
RIGHT OF WAY
SPACE
ACED 6 APART
EXISTING CONTOUR
:
- -.:
FILTER FAB
8 OF RIC TO _
- -
—
LOT UNE
N TO< A TR ENCH
EXTEND D iTRENCH
_
—
EXISTING EASEMENT
AND BE ANCHORED WITH
CONSTRUCTION
NOTES
'
_
-COMPACTED BACKFILL
A
—
PROPOSED EASEMENT
0F FLOW
1:
THECO NTRAC TOR'SHALL BERESPONSIBLE BLE FOR
,
THE LOCATION 0 F ALL'EXISTING UNDERGROUND. GROU
ND
T
l 0 IRE CTI 0N
UTILITIES. NOTIFICATION 0F THE UTILITY TY CAMPANTES 48
HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED.. J
STORM
,
DIG TESS.800 344- 8377
0
80X
i
I
i\V
ATM05 ENERGY. _
GY. 979774 25
06t14JUNCTION I
SODEN LINK COMMUNICATIONS:(979), 595-2429
:
„ 4
G-.- 4
VERT _
ZON 97 9 8 1 4
2 770
_
O � O
0
STORM R INLETS
4
,
20 ALLOW 2 TO 5 AT TOE OF
`.
_-
'EXPLORER PIPELINE: 877 :915 7473 �
i)
:
T. �.
SILT FENCE
'. h
4X4 MIN._TRENCH
:5
SLOPE
L E FO R SEDIMENT TO
_
2.
EXPLORER'S AREA -0
OFFICE SHAM RECEIVE C Y
E ENE NOTI E IAA I
ADVANCE OF THE COMMENCEMENT MMENCEMENT OF ANY CONSTRUCTION
0 _ _
NE CALL DIAL 811 AT LEAST FORTY EIGHT I .
48: HOUR N
OVER THE EASEMENT
PROPOSED. MANHOLELE
� :
ACCUMULATE. ALIGN FENCE
`ALO G SLOPECONTOURS.RS.
_.
IN ORDER THAT A FIELD
REPRESENTATIVE. OF P "
EX LORER MAY: BE PRESENT AT SUCH TIME PROVIDED, THAT IN EVENT. OF AN is
EMERG_ENCY THE C17f SHALL NOTIFY EXPLORER'S AREA OFFICE CE N 0 LATER THANz TEN 10 DAYS AFTER THE LAST. DAY ;
EXISTING SANITARY
_,. SILT FENCE CE ASSEMBLY
p F THE EMER G'ENCY ALONG WITH INFORMATIONT DESCR I BES THE CIRCUMSTANCES OF THE EMERGENCY. AN -
EMERGENCY ISDEFlN D
MANHOLE
-SAN
AS SUDDEN UNFORESEEABLE DAMAGE
THAT.CREATEA THREAT TO LIFE, .HEALTH'ORPROPERN.
OR MALFUNCTION -0FAPORTN OF IMPROVEMENTS E
MENTS
DEVELOPER -SHALL. CONTACT EXPLORER'S,S REPRESENTATIVE EN THE AT
EXISTING ITARY SEWER NE SIZE NOTED
THE OFFICE INDICATED BELOW:
MR. RICK WRIGHT
PROPOS ED. CUR 8 AND GUTTER
HOUSTON AREA MANAGER
:
15003 MOORE ROAD 5
ROUTE 2
_
EXISTING SID EWAUC
_
H OUSTON TEXAS 7704 9
918 591-3122
_
_
PROPOSED SIDEWALK
AL K
- `.
3
IT IS THE RESPONSIBILITY LM OF NiRACT R T USE,
THE CONTRACTOR 0
HA TEVER MEAN NECESSARY ECESSAR( TO MIN IMIZ ER
E EROSION AND _
-.
:
PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE.
S INCLUDES THE i
E NSTALiAT10N OF A CONSTRUCTION EXIT AND
SILT FENCE AS NECESSARY,
YItlTYMAP .
W -h W-�
EXISTING WATERLINE, SIZE NOTED
AVEL:' BAG
—
_ _THE
CON TRACTOR IS RESPONSIBLE N
S BLE FOR- INSPECTING AND
MAINTAINING- THE EROSION AND.EDIM
S ENT CONTROL DEVICES.
R HYDRANT :
/s
INSPECTIONS S SHA LL BE DONE EVERY 14 DAYS AFTER
EVERYRAINFALL LL EVENT OF 1 2 OR0
ORMORE. THE
_
_
CONTRACTOR CTO SHALL REMOVE DON TH
ALL MUD. DEPOSITS
E ADJACENT STREETS AS A RESULT 0
L F THE CONSTRUCTION OF
_
T VALVE
GATE
GR ;:
AVEL. BAG
_ . ,. .
_.
THIS PROJECT::
r'
6" MIN. DEPTH ST
ONE
ASTM D448 3, T
y
VARIES
p
5.
THECONTRACTOR:IS TO MAINTAIN THETPD
REQUIRED ES
CONSTRUCTION SITES.
GENERALPERMIT N0 TX R 150000 REQUIREMENTS FOR
CONSTRUCTION
5 DIAMETER) OVER T 1
.
GEOTEXTILE FABRIC 5p
6.
PERN_eNENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED
"
AREAS AFTER CONSTRUCTIONIS COMPLETE BY
SAMESQUARE .
UT
HYD -
ROMULCHING AND SEEDING, ALLDISTURBED AREAS..WITH
- : .
a
_
PROTECTION
-.
FOOTAGE.
A .$ n� r
7.
ALL CONSTRU CTION SHALL- BE IN ACCORDANCE TH
ENlEl
2012`CITY. OF BRYAN/COLLEGE. OLLEGE STATION STANDARD " .: ..
- .
.
SPECIFICATIONS ANDDETAILS FOR WATER SEWER STREETS
SIDEWALKS DRAINAGE.HALL BE _
:
- .
COORDINATED WITH THE CITY. ENGINEER'S
ENG NEER_ CE
S OFFICE.
-
EXISTING STREET
❑–.------�"
8.
THE CONSTRUCTION SHALL COMPLY WITH OSHA SANDARD29
CFR: 1926"SUBPART PFOR-TRE CH SAFETY - . -
..
f V
_
,-MINIMUM 12. SHALL BE FULL
_T
REQUIREMENTS.
i
ICES AROUND STORM DRAINS ARE USED T� DETAIN. AND/OR FILTER SEDIMENT LADEN
_
..WIDTH .
OF SITE ENTRANCE
THE CONTRACTOR SHALLLL REMOVE THE ERO IONCO
CONTROL
MEASURES 0 NCE GRASS
IS ESTABLISHED.TEMPORARYD
_
THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIORT0 DISCHARGE INTO ASTORM:: DRAIN INLET _
OF CATCH BASINGRAVEL. A
VEL BAGS SHALLBE UV RESi S
MIN.
NOTE.
DRESS WITH ADDITIONAL STONE
io.
INLET PROTECT]
ON To BE INSTALLED AT ALL PROPOSED
DEXISTING ADJACENT TO THE PR,..
OJECTSITE.
.' <.PROJ
ECJ
. : AN T AND MUST NOT
DEGRADE DUE TO ATMOSPHERIC
GRAVEL BAGS SHALL BEREPLACED UPON FIRST
AS NEEDED.STONE IS TO BE
11.
CTO
THE CONTRACTOR
R S NG OIL
HALL REMOVE THE EXISTITOPSCONDITfONS
AND STOCKPILE. FOR REUSE FROM A LL. AREAS OF _.
LOCATIONMAINTAIN
SIGN OFDETERIORATION.. GRAVEL BAGS SHAL
GEOTEXTILE
D SOAS TO PREVENT
co srRucnL
BE INSTALLED& MONITORED THROUGHOUT THE.PROJECT UPON INSTALLATION OF AN INLET.
FROM TRACKING MUD ONT
0FABRIC
'
ADJACENT PUBLIC STREETS.
12.
;
THIS PROPERTY 1S N THE SPRING CREEK IMPACT FEE AREA.
GRAVEL BAGS TO BE FILLED WITH CLEAN 3 4 0R LESS GRAVEL.
,
SUB RA
G DE
(
SECTIONda
,
ST oI1 Nl D Rf1I� V INLET LET PR TIN
OTE C O
I
-
N
CO_ TR
S L CTION EXIT SILT CONTROL
I
i
:
SURVEYED - DESIGNED DRAWN APPROVED JOB NO. DATE
MARK REVISION BY DATE KERR JPS RCF JPS 13-257 FEBRUARY 2013
ry I VARIES .. ��
ro in ES
: . 1 L
xw-
SURVEYED
SCALE IN 'F T
SCALE INF T
EEf�o
352r�
IT IS NOT TO BE USED FOR
DESIGNED DRAWN APPROVED JOB NO. DATE BIDDING OR CONSTRUCTION'
PURPOSES.
MARK REVISION , BY DATE
KERB.:,, JPS RCF JPS 13-257 FEBRUARY 2013
Alignment Data: WS PHILLIPS
Number
Start Station
End .Station
Length
Line/Chord Direction
Radius Delta DOC Mid Ord
Tangent Start Northing
Start Easting
End Northing
End Easting
L1
-0+15.86
0+45.84
61.70
S41r 12' 30'E
10186345.34
3569515.26
10186304.23
'3569561.26
Ct
0+45.84
3+21.45
275.62.
S35' 31' 27'E
622.50 025'22'06' 009.2041 .15.19
140.11 10186304.23
3569561.26
10186081.73
3569720.10
C2
3+21.45.
6+19.66
.298.20
S35 26' 57'E
677.50 025'13'07' 008.4569 16.34
151.56 10186081.73
3569720.10
10185840.77
3569891.66
L2
6+19.66
6+50.00
30.35
S48', 03' 31'E
10185840.77
3569891.66
10185820.49
3569914.23
ry I VARIES .. ��
ro in ES
: . 1 L
xw-
SURVEYED
SCALE IN 'F T
SCALE INF T
EEf�o
352r�
IT IS NOT TO BE USED FOR
DESIGNED DRAWN APPROVED JOB NO. DATE BIDDING OR CONSTRUCTION'
PURPOSES.
MARK REVISION , BY DATE
KERB.:,, JPS RCF JPS 13-257 FEBRUARY 2013
TYPE "G" EXPANSION _EXISTING CURB & GUTTER � �
JOINT. ELEV. + TO E REMOVED E KEEP 6" RISE TO TYPE "G" EXPANSION
w
NOTES:
w
TIC ELEV. = 3" PROPERTY LINE JOINT. ELEV. +
MATCH ILOF
U -M CURB RETURN RADIUS + 2'
p1' 1. IFTHERE IS A VALLEY-
I CURB RETURN RADIUS + 2'
a�
KEEP 6" RISE TO EXI " . i TIC ELEV. = 3..
STING GUTTER :
MATCH ILOF PROPERTY LINE m+ 2'
a
I'_:' GUTTER, THEN
?� CURB RETURN RADIUS 1' 6" CROWN AT VALLEY
T �-
TRANSITION
GUTi'ER . Zj . CURB RETURN RADIUS 1'-6"
EXIST
EXISTING GUTTER (- ) EXISTING, PVMT. � � I 4"
I
nQ.0 TO FULL CROWN
ACCESSIBLE ROUTE (4 MIN)
IN 50'. -_
2' i _ _-- --- --"' -
EXISTING , 4"i`IOT—
PVMT.
2. TYPE
1N CURB & GUTTER
3 OTE SPACED AT A MAX.
Um JOINTS ao ACCE5SIBLEROU 'MIN.}
SHALL BE (OPTIONAL
DISTANCE :
OT
MOTE
____-_- _ 3" RISE
- EXISTING BASE MIN DRIVEWAYAPRONSHAtLBE4"
�-- NOTE 3 � OF 40' APART AND
- g" : .RADIUS.POINTS
AT ALL NOTE 3 � 3
P.TIONP.C_'S.
(28 -DAY CONCRETE STRENGTH
-� OPNTSIN CURB
&CGUTfER 6„
3" RISE = 3000 psi) W/ #4 BARS 018'
pp !�
DRIVEWAY APRON SHALL BE 4" DEFORMED 71E BAR O.G.E.W, ASPHALT AP ONS W/O
1-1J4" SHALL BE SPACED
AT A MAX. - "
EXISTING MIN (28 -DAY CONCRETE STRENGTH : #4 X 18" O.C. FOR TIE CURB AND GUTTER SHALL BE
TYPE "D" LONGITUDINAL DISTANCE OF 10'
3. 2 /o MAX SLOPE.
APART..
TYPE 1-114"
BASE = 3000 psi) WI #4 BARS @ 18" TO.CONCRETE TO ALLOWEDON OPEN DITCHED
JOINT
IT
LONGITUDINAL JOINT
O.C.E.W. ASPHALT APRONS Wl0 CONCRETE PAVEMENT STREET. SECTIONS ONLY.
4. V MIN TRANSITION
TO LAY
DEFORMED TIE BAR CURB AND GUTTER SHALL BE ONLY
#4 x 18" O.C. FOR TIE ALLOWEDON OPEN DITCHED
-DOWN CURB SE71N
SECT ONA A
AT P.T.
�SEMONA A
TO CONCRETE TO STREET SECTIONS ONLY. 5�, �l��j
CONCRETE PAVEMENT
SLOPING AWAY FROM INTERSECTION
I SLOPING TOWARD INTERSECTION
ONLY
SECTIONA A
{�--SIDE STREET
WIDTH
WITH LAYDOWN CURB
"
:.: c:;
'
A TYRE "G" EXPANSION JOINT
6" THICK PSpNP�t
;i`:; •;:5 :::•'r
PROPERTY LINE
CONCRETE
(28 DAY STRENGTH =
*MAINTAIN 2%MAX
NOTE: RAMPS ONLY WHEN
Z
3500 PSI) WITH #4 BARSG A
POINTOFCROSSSLOPE
ELONGITUOINA! SLQE IS — ------
GREATER THAN 1:20 RAMPS DOWEL INTO EXISTING SIDEWALK
AT 18" O.C.E.W. WITH
6" LSSB TO T BEYOND
CURVATURE
SHALL COMPLY WITH TAS (VARIES] WITH #4 BARS @ 18" O.C.
REQUIREMENTS :
BACK OF CURB
,..:..::::•. �•:,:.:
-: • '-
RETURN CURB TO HAVE
BACK O CURB
A ROLL FACE DIMINISHING
T RADIUS POINT
MT
EXPANSION JT. &I _
SMOOTH DOWEL BAR,
25' RAD. (MIN.)
SIDEWALK ,a i * a
-
-1/2" 0 X 16", WITH CAP I .
(rD 12" O.C. (COATED
TYPE "D" .
LONGITUDINAL
.� H-1-04
** 5' R. (MIN.) BACK OF CURB
WITH HEAVY GREASE) ' _
JOINT ACCESSIBLE RAMP
(SEE RAMP DETAIL)
SEE
--- - - - - - - - --+-
--- - - - - - -
i
ACCESSIBLE ROUTE
NEAT SAW CUT NEAT NEAT SAW CUT
--- - - - - - - - --- -1-
------ - -- - --
SAW CUT 1'
/EXISTING
i
TANGENCY.
*'MAINTAIN 2%MAX CROSS TYPE "G" EXPANSION. OINT CURB & GUTTER TO
�-' - �� • --►- - - - - .. —.:.. _ ... - "►
... ... —► .. - :.. —i ...
SLOPE. 5' MIN: WIDTH:. BE REMOVED. REPLACE STREET
SURFACING AS NEEDED
* OF 4' EH ND BACK OF(C RIN.B)
� i
gCREE� A
EXPANSION JOINT TYP.
SEAL WITH APPROVED )
T L AT�j' T A TA7 q �j
MAY REMAIN PLACE. RESIDENTIAL 1�' 1 dl IAL DRIV Y d A 1
EXPANSION JOINT MATERIAL
OTHERWISE SIDEWALK MUST
BE REMOVED.
TYPICAL STREET COI
CRETE A1'ROhTT
ST2-00
BORING OF STREETS FOR
UTILITY PIPE IS THE CITY
STANDARD. OPEN CUTTING
ST2-01
W
- AIL BEDDING DETAIL FOR-
APPROPRIATE PIPE TYPE. -
uj
z .
TYPE "D" EXPANSION JOINT. A
U SLOPE
EXISTING CURB.& ELEV. + TIC ELEV. = 3" -
_ EXPANSION JOINT
ORIVEWA PER
GUTTER TO BE KEEP 6" RISE TO
�TYPE"G'
VARIES
FT. MIN.
REMOVED PROPERTY LINE _ -
PROPERTY LINE
DRIVEWAY WIDTH
I (�APPROX: 12" ARIE
_.
MACH I
EXISTING GUTTER i 3 I
EXISTING PVMT. 1 * MAINTAIN 2% MAX
NJ
�A61ES
DRAINAGE CULVERT
I 6� CROSS SLOPE
i RETURN CURB TO HAVE
(MIN. 18" DIA. RCP PIPE); A
E- —�
----- -
A ROLL FACE DIMINISHING
AT RADIUS POINT
SECTIONA fA - _ _ �� PROPANE
�3'
EXISTING BASE r
MIN. DRIVEWAY APRON SHALL 25' MIN: R. REMOVE CURB
TYPE "D" AMBULATORY RAMP
I LONGITUDINAL SLOPE 1:12 MAX
_ _
NOTE:
THRU.RAMP
DEFORMED TIE BAR BE 6" 28 -DAY CONCRETE
STRENGTH = 3000 psi) - - - - -- - - - -
#4X18"O.C:
I� JOINT . -
- _l _ _ _ _ -----�,i / I
1. LENGTH OF DRAINAGE PIPE FOR DRAINAGE EDGE PVMT.
FOR TYING NEW WI #4 BARS 0(�7718" O.C.E.W.
CONCRETE TO EXISTING ASPHALT APRONS W/O CURB' SIDEWALK -i� �:
I �h
I I k �
RESIDENTIAL DRIVES IS 36' MAX
& 20' MIN. CULVERT
&GUTTER SHALL BE ALLOWED < - - - - - - _ - - _ _
CONCRETE PAVEMENT ON OPEN DITCHED STREET
-i- _ - - -. - _ _ _
- -
2. ALL DRIVEWAY PIPES WITHIN
ROW MUST HAVE CONCRETE
ONLY SECTIONS ONLY.. NEAT
SAW CUT
i
'NEAT
i SAW CUT
SLOPED END SECTIONS
_
= rr- -
171 f /
(6:1 SLOPE) OR APPROVED
QUAL.
S�CTIONli-A
100' ROW
TYPE "G" A
NEAT—/EXISTING CURB & GUTTER TO
IT"EXPANSION
ICAL: DRIVEWAY El ENTRANCE.
JOINT
SAW CUT` BE REMOVED. REPLACE STREET
COMMERCIA
SURFACING AS NEEDED
DRIVEWAY
WITHCULVERT
-ST2-02
ST2-03
_ .
FLEX BASE
cn
z
0
*MIN 6" HMAC
RESIDENTIAL
COLLECTOR
j
SECTION
SECTION
#4 BARS; 18" O.C.E.Wc 28 -DAY CONCRETE
STRENGTH- 3500 psi
LU
o'
BORING OF STREETS FOR
UTILITY PIPE IS THE CITY
(TYPE C'OR D)
EXISTING SEAL COATI HMAC
DOWEL #5
(8 INTO EXIST.
BARS 16 LG., -
PVMT:),
70
0
GRAVEL STREET 8
STANDARD: OPEN CUTTING
SAW CUT
-
@ 18. O.C.
COMPACTED CEMENT
STABILIZED
D o 0 o.e o0 0 _o'o:o-e o o
OF STREETS SHALL BE BY
APPROVAL OF THE CITY
ENGINEER ONLYVIA\.
EXISTING CONCRETE
STREET
�{ g"
SAND
SAW CUT
T—'
•:••
COMPACTED CEMENT: ... VARIES
...:..�...........
STABILIZED SAND OR
::.:::: 12 ,.�
COMPACTED -CEMENT ....•::-::::...
STABILIZED SAND ai.''
t
:.: c:;
'
FLEX BASE
;i`:; •;:5 :::•'r
_ .
FLEX BASE
*MIN 6" HMAC
RESIDENTIAL
COLLECTOR
SECTION
SECTION
#4 BARS; 18" O.C.E.Wc 28 -DAY CONCRETE
STRENGTH- 3500 psi
EXISTING
BORING OF STREETS FOR
UTILITY PIPE IS THE CITY
(TYPE C'OR D)
EXISTING SEAL COATI HMAC
DOWEL #5
(8 INTO EXIST.
BARS 16 LG., -
PVMT:),
70
0
GRAVEL STREET 8
STANDARD: OPEN CUTTING
SAW CUT
-
@ 18. O.C.
COMPACTED CEMENT
STABILIZED
D o 0 o.e o0 0 _o'o:o-e o o
OF STREETS SHALL BE BY
APPROVAL OF THE CITY
ENGINEER ONLYVIA\.
EXISTING CONCRETE
STREET
�{ g"
SAND
SAW CUT
T—'
•:••
COMPACTED CEMENT: ... VARIES
...:..�...........
STABILIZED SAND OR
::.:::: 12 ,.�
COMPACTED -CEMENT ....•::-::::...
STABILIZED SAND ai.''
t
:.: c:;
'
FLEX BASE
;i`:; •;:5 :::•'r
*REFER TO HMAC SPECIFICATION
::.:.:..::: : ..:.:
12 • ::
`- ''
�.
--
•::.:,: .....,•.
12" :.•:.
Q.D. •--•
FOR LIFT -AND .COMPACTION
REQUIREMENTS Q S
,..:..::::•. �•:,:.:
-: • '-
BORING OF STREETS FOR
,..
"~UTILITY
PIPE IS THE CITY
SEE
`' •` '-• ,""'
:... ..
:.:: ;:;,•::
SEE BEDDING DETAIL FOR
APPROPRIATE PIPE TYPE
STANDARD. OPEN CUTTING
OF STREETS SHALL BE BY
BEDDING
I
DETAIL FOR
:::.
APPROVAL OF THE CITY
APPROPRIATE PIPE TYPEENGINEER
UNDISTURBED SOIL47
ONLY.
UNDISTURBED SOILk
VARIES.
VARIES
BORING OF STREETS FOR
UTILITY PIPE IS THE CITY
STANDARD. OPEN CUTTING
UNDISTURBED
SOIL
- AIL BEDDING DETAIL FOR-
APPROPRIATE PIPE TYPE. -
�- _
t r-+ _
�T
(�OF
OPEl�1 CUT
Trn
0" �l CUT 1 SEAL CC���
STREETS SHALL BE
APPROVAL O THE CITY Y
/
VARIES
3
ENGINEER ONLY:
OPEN CUT
CONCRETE
STREET
GRAVEL STREET
OVERLAY ' OVER S'I' E�'
0- �
ST4-00
ST4-0-1
ST4-02
100' ROW
-- 40' 40'
16' L 16' p
16' UTILITY14',— '14' 16' UTILITY
EASEMENT12' ---i I' w EASEMENT
(SEE NOTE 1) ui (SEE NOTE 1)
RESIDENTIAL
COLLECTOR
SECTION
SECTION
PAVEMENT
24
30
WIDTH
R.O.W WIDTH
70
100
-- 40' 40'
16' L 16' p
16' UTILITY14',— '14' 16' UTILITY
EASEMENT12' ---i I' w EASEMENT
(SEE NOTE 1) ui (SEE NOTE 1)